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UNIVERSITY OF GHANA
COLLEGE OF BASIC AND APPLIED SCIENCES
CORROSION INHIBITORS FROM PLANT EXTRACT AND TEREPHTHAL AMIDE
DERIVED FROM WASTE PET BOTTLES FOR MILD STEEL IN ACIDIC MEDIUM
NII ARDAY ARDAY
DEPARTMENT OF MATERIALS SCIENCE AND ENGINEERING
DEC, 2018
University of Ghana http://ugspace.ug.edu.gh
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UNIVERSITY OF GHANA
COLLEGE OF BASIC AND APPLIED SCIENCES
CORROSION INHIBITORS FROM PLANT EXTRACT AND TEREPHTHAL AMIDE
DERIVED FROM WASTE PET BOTTLES FOR MILD STEEL IN ACIDIC MEDIUM
BY
NII ARDAY ARDAY
(ID. NO. 10340508)
THIS THESIS IS SUBMITTED TO THE UNIVERSITY OF GHANA, LEGON IN
PARTIAL FULFILLMENT OF THE REQUIREMENT FOR THE AWARD OF MPHIL
MATERIALS SCIENCE AND ENGINEERING DEGREE
DEPARTMENT OF MATERIALS SCIENCE AND ENGINEERING
DEC, 2018
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DECLARATION
I, Nii Arday Arday hereby declare that this dissertation is a presentation of my own research work
and effort. The work was done under the supervision and co-supervision of Dr. David Dodoo Arhin
and Dr. Lucas Damoah respectively, both of the Department of Materials Science and Engineering,
University of Ghana School of Engineering Sciences.
Signature………………………………………………………………
(Author: Nii Arday Arday)
Signature……………………………………………………………….
(Supervisor: Dr. David Dodoo-Arhin)
Signature……………………………………………………………….
(Co-Supervisor: Dr. Lucas Damoah)
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ABSTRACT
Powdered Cassia Siamea leaves were investigated as a possible corrosion inhibitor for mild steel
in 2 M HCl. Terephthal amide obtained from depolymerizing waste PET (Polyethylene
terephthalate) bottles through aminolysis using mono ethanol amine (MEA), served as an additive
to improve the efficiency of the powdered leaves. The plant inhibitor was prepared by dissolving
1.5 g of the powdered leaves in 300 ml of 2 M HCl and boiled for 3 hours. Corrosion rates of the
steel samples were determined using both electrochemical analysis and weight loss measurements.
The powdered leaves and terephthal amide were characterized using Fourier Transform Infrared
Spectroscopy (FTIR). Phytochemical screening was conducted on the powdered leaves to verify
the presence of heterocyclic compounds such as tannins and flavonoids since they are known to
have inhibitive properties.
Results obtained from electrochemical readings show a reduction in corrosion rate (CR) with
increasing plant inhibitor volume concentrations. The CRs decreased even further with the addition
of the terephthal amide thereby increasing the inhibitor efficiency (IE %) of the plant inhibitor. It
was observed from the polarization curves that the cathodic reactions were inhibited more as
compared to the anodic reactions and therefore the inhibitor can be classified as a cathodic
inhibitor. The CRs obtained from weight loss measurements also show a reduction in rates with
increasing concentration, corresponding to the electrochemical readings. Less weight was also lost
with increasing inhibitor concentration. The phytochemical screening confirmed the presence of
tannins, saponins and flavonoids in the powdered leaves. The FTIR also confirmed the presence
of heterocyclic compounds and amides in the powdered leaves and terephthal amide respectively.
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DEDICATION
I dedicate this work to my parents Mr. Daniel Nii Adu Arday and Mrs. Vivian Arday. I have
reached this level of education because of their sacrifices, love, emotional and financial support
and most importantly their prayers. I pray for God’s everlasting grace and blessings upon their
lives. Thank you all abundantly.
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ACKNOWLEDGEMENT
My utmost gratitude goes to the Almighty God for his abundant grace, blessings, strength,
guidance and inspiration to come this far.
My thanks also goes to Dr. David Dodoo-Arhin and Dr. Lucas Damoah, for their supervision,
guidance and constructive criticisms throughout this project. My appreciation also goes to Mr.
Patrick of the Botany Department for his extremely helpful recommendations. My final thanks
goes to all friends and colleagues who helped in diverse ways especially Mr. Bright Nsolebna,
Miss Elsie Bowen-Dodoo and Dr. Audrey Allotey for their selfless provision of assistance. God
bless you all.
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TABLE OF CONTENTS
DECLARATION ............................................................................................................................ ii
ABSTRACT ................................................................................................................................... iii
DEDICATION ............................................................................................................................... iv
ACKNOWLEDGEMENT .............................................................................................................. v
TABLE OF CONTENTS ............................................................................................................... vi
TABLE OF FIGURES .................................................................................................................. vii
LIST OF TABLES ......................................................................................................................... ix
ABBREVIATIONS ........................................................................................................................ x
CHAPTER ONE ............................................................................................................................. 1
INTRODUCTION ....................................................................................................................... 1
1.1 BACKGROUND INFORMATION .................................................................................. 1
1.2 PROBLEM STATEMENT ............................................................................................... 3
1.3 RATIONALE .................................................................................................................... 4
1.4 AIMS ................................................................................................................................. 4
1.5 OBJECTIVES .................................................................................................................... 4
CHAPTER TWO ............................................................................................................................ 5
LITERATURE REVIEW ............................................................................................................ 5
2.1 CORROSION IN METALS .............................................................................................. 5
2.2 TYPES OF CORROSION ................................................................................................. 7
2.3 CORROSION INHIBITORS .......................................................................................... 28
2.4 CASSIA SIAMEA ........................................................................................................... 32
2.5 POLYETHYLENE TEREPHTHALATE (PET) ............................................................. 33
CHAPTER THREE ...................................................................................................................... 37
METHODOLOGY .................................................................................................................... 37
3.1 PREPARATION OF SPECIMENS ................................................................................ 37
3.2 PREPARATION OF 2M HCl ......................................................................................... 37
3.3 PREPARATION OF PLANT INHIBITOR .................................................................... 37
3.4 AMINOLYSIS OF PET WASTE ................................................................................... 38
3.5 ELECTROCHEMICAL ANALYSIS .............................................................................. 38
3.6 WEIGHT LOSS MEASUREMENTS ............................................................................. 40
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3.7 PREPARATION OF TEST SOLUTIONS ...................................................................... 40
3.8 CHARACTERIZATIONS............................................................................................... 41
CHAPTER FOUR ......................................................................................................................... 43
RESULTS AND DISCUSSION ............................................................................................... 43
4.1 ELECTROCHEMICAL ANALYSIS .............................................................................. 43
4.2 WEIGHT LOSS MEASUREMENTS ............................................................................. 49
4.3 PERFORMANCE COMPARISON OF PLANT INHIBITOR TO PLANT/PLASTIC
INHIBITOR ........................................................................................................................... 57
4.4 CHARACTERIZATIONS............................................................................................... 61
4.5 INHIBITION MECHANISM AND IR SPECTRA OF PRODUCTS FORMED ON
METAL SURFACE. ............................................................................................................. 64
4.6 COMPARISON WITH ALREADY REPORTED RESEARCHES ............................... 67
CHAPTER FIVE .......................................................................................................................... 69
CONCLUSION AND RECOMMENDATIONS ...................................................................... 69
5.1 CONCLUSION ............................................................................................................... 69
5.2 RECOMMENDATIONS................................................................................................. 70
REFERENCES ............................................................................................................................. 71
APPENDIX ................................................................................................................................... 77
TABLE OF FIGURES
Figure 2.1: Electrochemical reaction between a steel pipe and HCl .............................................. 6
Figure 2.2: Metal undergoing uniform corrosion. .......................................................................... 8
Figure 2.3: Pitting of a steel plate by an acid-chloride solution. .................................................. 11
Figure 2.4: Galvanic corrosion occurring between a magnesium shell and a steel core. ............. 13
Figure 2.5: The four stages of crevice corrosion. ......................................................................... 17
Figure 2.6: Crevice corrosion occurring at regions that were covered with washers after the plate
was immersed in sea water. .......................................................................................................... 15
Figure 2.7: Intergranular attack on stainless steel. ........................................................................ 19
Figure 2.8: Selective leaching of silver from gold (dark areas) leaving empty channels (light areas).
....................................................................................................................................................... 21
Figure 2.9: Intergranular stress corrosion cracking in brass. ........................................................ 23
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Figure 2.10: Microbiologically Induced Corrosion attack on a steel pipe. ................................... 26
Figure 2.11: Repeat units of PET. ................................................................................................. 33
Figure 2.12: Resin Identification Code for PET. .......................................................................... 33
Figure 2.13: Chemical structure of bis (2-hydroxy ethylene) terephthal amide ......................... 366
Figure 3.1: Process for Plant Inhibitor Preparation ...................................................................... 37
Figure 3.2: Aminolysis of waste PET ........................................................................................... 38
Figure 3.3: Potentiostat and electrodes ......................................................................................... 39
Figure 4.1: Corrosion Rate vs. Time Graph (Plant) ...................................................................... 43
Figure 4.2: IE% vs. Inhibitor Concentration Graph (Plant) .......................................................... 44
Figure 4.3: Plant Inhibitor Tafel Plots .......................................................................................... 45
Figure 4.4: CR vs. Time Graph (Plant/Plastic) ............................................................................. 46
Figure 4.5: IE% vs. Inhibitor Concentration Graph (Plant/Plastic) .............................................. 47
Figure 4.6: CR vs. Inhibitor Concentration Graph (Plant/Plastic) .............................................. 477
Figure 4.7: Tafel plots for Plant/Plastic Inhibitor ......................................................................... 48
Figure 4.8: Weight Loss vs. Time Graph (Plant) ........................................................................ 511
Figure 4.9: CRWL vs. Inhibitor Concentration Graph (Plant) ..................................................... 522
Figure 4.10: IE% vs. Inhibitor Concentration Graph with respect to Weight Loss (Plant) ........ 533
Figure 4.11: Weight Loss vs. Time Graph (Plant/Plastic) .......................................................... 555
Figure 4.12: CRWL vs. Inhibitor Concentration Graph (Plant/Plastic) ........................................ 566
Figure 4.13: IE% vs. Inhibitor Concentration Graph with respect to Weight Loss (Plant/Plastic)
..................................................................................................................................................... 577
Figure 4.14: Graph comparing Plant and Plant/Plastic CRs ....................................................... 588
Figure 4.15: Graph comparing Plant and Plant/Plastic IE% ....................................................... 588
Figure 4.16: Graph comparing Plant and Plant/Plastic Weight Losses ...................................... 599
Figure 4.17: Graph comparing Plant and Plant/Plastic CRWL ...................................................... 60
Figure 4.18: Graph comparing Plant and Plant/Plastic IE% with respect to Weight Loss ........... 60
Figure 4.19: Comparison of steel samples after corrosion using plant inhibitor and plant/plastic
inhibitor. ...................................................................................................................................... 611
Figure 4.20: IR Spectrum for Cassia leaves................................................................................ 622
Figure 4.21: IR Spectrum of Terephthal Amide ......................................................................... 633
Figure 4.22: IR Spectrum of TA obtained from literature. ......................................................... 644
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Figure 4.23: IR Spectrum of product formed on the metal surface when the plant inhibitor was
used. ............................................................................................................................................ 655
Figure 4.24: IR Spectrum of product formed on the metal surface when the plant-plastic inhibitor
was used. ..................................................................................................................................... 666
Figure 4.25: IR Spectrum of product formed on the metal surface when no inhibitor was used.
..................................................................................................................................................... 677
LIST OF TABLES
Table 3.1: Concentration of plant inhibitor used. ......................................................................... 40
Table 3.2: Combination of plant and plastic inhibitors. ................................................................ 41
Table 4.1: Initial weight of steel samples for plant inhibitor weight loss test. ............................. 49
Table 4.2: Final weight of steel samples for plant inhibitor weight loss test. ............................... 49
Table 4.3: Weight loss of steel samples after plant inhibitor test. ................................................ 50
Table 4.4: Initial weight of steel samples for plant/plastic inhibitor test. ..................................... 53
Table 4.5: Final weight of steel samples after plant/plastic inhibitor test. ................................. 544
Table 4.6: Weight losses of steel samples after plant/plastic inhibitor test. ............................... 544
Table 4.7: Phytochemical screening results ................................................................................ 611
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ABBREVIATIONS
ASTM – American Standard for Testing Materials
CI – Corrosion Inhibitor
CR – Corrosion Rate
CRblank – Corrosion Rate in blank solution
CRinh – Corrosion Rate in inhibited solution
EMF – Electromotive Force
HCl – Hydrochloric acid
IE% - Inhibitor Efficiency
IR – Infrared
MEA – Mono Ethanol Amine
MPa – Mega Pascal
ppm – Parts per million
TA – Terephthal amide
wt% - Weight percent
%EL – Percentage Elongation
%WL – Percentage Weight Loss
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CHAPTER ONE
INTRODUCTION
1.1 BACKGROUND INFORMATION
Metals in general are used in most constructional applications due to their relatively high strength
compared to other material classes. They are usually alloyed to improve certain qualities such as
toughness, ductility and corrosion resistance. There are two main classes of metal alloys: Ferrous
Alloys and Non-ferrous Alloys [1]. Ferrous alloys are those whose main constituent is iron while
non-ferrous alloys are not iron-based. The production of ferrous alloys occur in larger quantities
due to iron-based compounds being abundant in the earth’s crust [1]. A vast range of physical and
mechanical attributes of the alloys can be achieved through economical fabrication techniques [1].
In addition, extracting, refining and alloying these metals are known to be relatively cheaper [1].
Examples of ferrous alloys include steel and cast iron.
Steel is the most common ferrous alloy. Though it is mainly an iron-carbon alloy, other elements,
which usually include nickel, chromium and molybdenum are present in substantial amounts
during the alloying process. The carbon content is normally not more than 1.0 wt% [1]. Depending
on their carbon concentration, they are generally termed as low, medium or high-carbon steels [1].
Stainless steels are also another type of steel with higher chromium content compared to normal
carbon steels [1]. Carbon concentrations in high-carbon steel is usually between 0.60-1.4 wt% [1].
Among carbon steels, they are the strongest and hardest but least ductile. They usually contain
other alloying elements such as chromium, tungsten and vanadium. Upon reaction with carbon,
these elements form high strength carbide compounds which have very good wear resistance [1].
Due to this, high-carbon steel is used in making cutting tools such as hacksaw blades and drills.
Medium-carbon steels have carbon contents between 0.25-0.60 wt% [1]. They are also alloyed
with vanadium, molybdenum and nickel to give varying combinations of strength and ductility.
Compared to low-carbon steels they are stronger, but weaker than high-carbon steels. Examples
of medium-carbon steel applications include machine parts, crankshafts and railway lines.
Low-carbon steels also known as mild steels are produced in the largest quantities of all the various
steel types due to their low production cost [1]. Their carbon content is generally below 0.25 wt%
and despite the fact that they are soft and weak, they have exceptional ductility and toughness [1].
Their ductility is typically around 25 % EL, yield strength of 275 MPa and tensile strengths
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between 415-550 MPa [1]. Furthermore, mild steels have good machinability and weldability.
Applications include nails, pipes, bridges and buildings to mention a few.
In numerous industrial and constructional applications, mild steel remains the preferred choice.
This can mainly be attributed to its high strength and economical value. In spite of this, certain
industrial applications expose mild steel to very corrosive environments. For instance, steel
industries employ acid solutions in descaling and pickling while oil industries use high acid
concentrations for oil well acidizing to stimulate oil flow. Metal dissolution therefore occurs due
to the aggressiveness of the solutions used. Corrosion may cause leaks in pipelines, tanks and
casings. It occurs in all stages of oil production from downhole to surface machinery and also at
refinery level. Corrosion if not properly dealt with can lead to catastrophic equipment or structural
failures and most detrimentally, loss of life. The economic costs incurred due to corrosion in oil
refineries and natural gas sweetening (Carbon dioxide corrosion) is reported to be between 10-
30% of the maintenance budget [2]. In the United States of America for instance, metal corrosion
is estimated to cost approximately $276 billion per annum [3].
To help solve the corrosion problem many methods have been explored. Some of these include
using corrosion inhibitors (CIs), anodic protection, painting, galvanizing, and cathodic protection.
Corrosion inhibitors are mostly used in industries because of its low cost and easy usage [2, 4].
One mechanism by which they reduce the corrosion rate is via molecular adsorption onto the metal
surface to form a passive layer which protects the metal. The application of CIs makes it possible
to use lower-grade carbon steels thereby reducing capital cost compared to using high-grade alloys
[2]. The effectiveness of the CI depends largely on the adsorption bond strength. Factors affecting
the strength of this bond include the type of metal, inhibitor concentration and the environment
[5]. CIs are very sensitive to change, in the sense that, minor alterations to these factors can cause
significant changes in performance. For example, some CIs perform poorly in 28-30 % HCl
although they are very good in 15 % HCl [2]. CI selection therefore depends on the acid and metal
type, acid strength, expected temperature and the required protection time [2].
CIs can either be organic or inorganic. Inorganic CIs are those which have inorganic compounds
as their active compounds. Inorganic compounds such as chromates, nitrates and arsenates
incorporate themselves into the oxide layer to passivate the metal surface [6]. However, there are
concerns over compounds such as chromates as CIs due to their toxicity and inability to fulfil
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certain environmental protection standards. Arsenates are also known to produce poisonous arsine
gas in acidic environments and numerous lives have been lost due to arsenic poisoning [2]. Green
organic CIs are therefore necessary in solving this problem.
Green organic CIs are biocompatible compounds mainly due to their biological origin and eco-
friendly nature [3]. They are usually obtained from plant extracts either from leaves, bark of trees,
stems, seeds, fruits or roots [3,5]. This makes them very economical compared to the synthetically
produced ones. These compounds are generally heterocyclic in nature and contain nitrogen,
oxygen, phosphorus and sulphur heteroatoms of an aromatic character [2, 5, 7]. The sites for
corrosion are blocked when these aromatic compounds are adsorbed onto the metal surface.
Several works have been done in this area and some include the use of black radish juice together
with natural honey as CIs for tin, which was carried out by Radojcic et al. [8]. Kalaiselvi et al [9]
reduced the corrosion of mild steel in HCl using Artemisia pallens while Okafor et al [7] used
Phyllanthus amarus extracts as CIs for mild steel in different acidic media. Despite these works
further research needs to be undertaken in this field to unearth the full potential of green CIs.
Another material with numerous applications is the polymer known as Polyethylene Terephthalate
(PET). PET which is a thermoplastic belonging to the family of polyester is commonly used in the
production of water and soft drink bottles. Just like plastics in general, PET is quite difficult to
dispose of. Bottles and other products made from this polymer can be seen littered about in most
communities amidst other waste materials, choking gutters and creating a lot of nuisance. This
disturbing situation is commonly found in developing countries where there is severe lack of
proper waste management. Studies in Wa which is the capital city of the Upper West Region in
Ghana have shown that solid waste of approximately 810 tonnes are produced daily with only 216
tonnes being collected [10]. This leaves a staggering 594 tonnes of waste unattended to. About
25.46% of this waste generated is made up of plastics [10]. A study in Madina in the Greater Accra
Region of Ghana also showed that households generate 64.3 % of plastic waste [11]. There is
therefore the need to device a proper means to dispose of these waste plastic materials.
1.2 PROBLEM STATEMENT
Corrosion of mild steel is a major problem for most industries and there exists the need to control
it in a more efficient, cost effective and eco-friendly manner. More research into green corrosion
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inhibitors is therefore necessary. Plastic waste also continues to be a huge menace worldwide and
there is hence the need to find appropriate disposal methods.
1.3 RATIONALE
The importance or reasons for this study are as follows,
i. This research will aid in tackling corrosion in mild steel in a cost effective and eco-friendly
manner.
ii. This work goes a long way to aid in the recycling of plastic waste.
iii. This research adds to the existing knowledge on green inhibitors.
iv. This research seeks to provide an innovative corrosion inhibitor by combining plant extract
with terephthal amide which is a by-product of PET.
1.4 AIMS
This project seeks to investigate the corrosion inhibitive properties of plant extracts from Cassia
Siamea leaves and a possible increase in its efficiency by combining it with terephthal amide
obtained from the depolymerization of waste PET bottles. This investigation will be carried out on
mild steel in 2 M HCl.
1.5 OBJECTIVES
To meet the aim of this study, the following objectives were set:
1. Extract inhibitor materials from Cassia Siamea leaves and waste PET bottles respectively.
2. Investigate the effect of various concentrations of Cassia Siamea leaves extracts on
corrosion rate of mild steel in 2 M HCl.
3. Investigate the combined effect of terephthal amide particles and various concentrations of
Cassia Siamea on the corrosion behaviour of mild steel in 2 M HCl solution.
4. Investigate the mechanism of corrosion inhibition using Cassia Siamea leaves extract. This
involves the characterization of active compounds adsorbed onto metal surface via FTIR.
5. Determine the type of inhibitor based on Tafel plots.
6. Quantify the inhibitor efficiencies obtained.
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CHAPTER TWO
LITERATURE REVIEW
2.1 CORROSION IN METALS
Corrosion in metals is a chemical or electrochemical process which involves the reaction of a metal
with its environment, resulting in the destruction of the metal and its mechanical properties [12,
13]. This process ordinarily begins at the surface. Corrosion in steel is known as rusting due to
iron being its major constituent. In industrialized nations, corrosion is known to cause significant
economic problems with approximately 5 % of the country’s budget going into maintenance,
repairs or replacement of infrastructure or products affected by corrosion reactions [12].
The presence of four key elements is essential for the corrosion reaction to occur. The elements
include a cathode, an anode, a conductive material and an electrolyte. In the case of steel corroding
as a result of acid attack, the anode and cathode are found in the steel, the steel itself serves as the
conductive material and the acid serves as the electrolyte. The corrosion process involves two main
reactions:
1. An anodic (oxidation) reaction which occurs at the anode.
2. A cathodic (reduction) reaction which occurs at the cathode.
2.1.1 ANODIC OR OXIDATION REACTION
Iron has a high tendency to return to its natural state in order to minimize energy. This tendency is
the main driving force for corrosion to occur. Elemental iron which is unstable oxidizes and reacts
easily with oxygen and other elements. Iron ores such as siderite (FeCO3), hematite (Fe2O3), pyrite
(FeS2) and magnetite (Fe3O4) are produced in nature due to these oxidation reactions [14]. In the
case of corrosion, rust (Fe(OH)2 or Fe(OH)3) results from this oxidation reaction when the
electrolyte is water [14]. Considering a situation where a steel pipe is being corroded by HCl
(Figure 2.1), the breakdown of elemental iron at the anode is given in Equation 2.1:
𝐹𝑒 → 𝐹𝑒2+ + 2𝑒− 2. 1
In Equation 2.1 elemental iron (Fe) can be seen breaking down to ferrous iron (Fe2+) and two
electrons (2e-). Fe leaves the metal forming pits on the pipe surface at the anode. The ferrous iron
reacts with the HCl to form FeCl2 (green rust) and hydrogen ions as shown in Equation 2.2:
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𝐹𝑒2+ + 𝐻𝐶𝑙 → 𝐹𝑒𝐶𝑙2 + 𝐻+ 2. 2
Green rust is a type of rust which forms when chloride ions react with iron. The rust accumulates
and forms a coating on the anode surface, eventually becoming tubercles. These tubercles actually
form a protective layer over the anode and in turn low down the corrosion rate. The continuous
flow of acid causes the tubercles to be dislodged exposing the anode again, thereby causing an
increase in corrosion rate. The electrons produced in Equation 2.1 are conducted to the cathode
through the pipe wall.
2.1.2 CATHODIC OR REDUCTION REACTION
Upon reaching the cathode, the electrons leave the metal and go into the acid by reacting with
hydrogen ions to produce hydrogen gas as shown in Equation 2.3:
2𝐻+ + 2𝑒− → 𝐻2 2. 3
Similar to the corrosion process being stalled when the tubercles cover the anode surface, the
hydrogen gas also coats the cathode surface thereby reducing the corrosion rate [14]. This process
of hydrogen gas protecting the cathode by forming a passive layer is known as polarization [14].
Water is produced when dissolved oxygen in the acid reacts with the hydrogen gas protecting the
cathode as shown in Equation 2.4:
2𝐻2 + 𝑂2 → 2𝐻2𝑂 2. 4
Figure 2.1: Electrochemical reaction between a steel pipe and HCl
Once the protective layer of hydrogen gas has been removed by the reaction, the corrosion rate
increases rapidly [14]. This process is known as depolarization and it explains why acids high in
dissolved oxygen are more corrosive.
e-
Cathode Anode
Fe HCl H2
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2.2 TYPES OF CORROSION
Classification of corrosion attacks can be done based on the manner in which they manifest
themselves. Generally, corrosion can be classified into (but not limited to) nine groups and they
are as follows:
1. Uniform Corrosion
2. Pitting
3. Galvanic Corrosion
4. Crevice Corrosion
5. Intergranular Corrosion
6. Dealloying or Selective Leaching
7. Environmental Cracking: Stress Corrosion and Corrosion Fatigue
8. Hydrogen Damage
9. Microbiologically Induced Corrosion
Other forms of corrosion are also possible, such as exfoliation, which is only peculiar to high-
strength aluminium [15]. Each corrosion type has its unique characteristics, causes and control
measures though some control mechanisms cut across more than one corrosion type.
2.2.1 UNIFORM CORROSION
Uniform corrosion is the type of corrosion which occurs with the same intensity or rate across the
entire metal surface area with a scale of rust being produced [12, 16]. In simple terms, no single
region or area is favoured over the other as shown in Figure 2.2, with oxidation and reduction
reactions occurring sporadically over the surface. It is possibly the most common corrosion type
observed in everyday life. Examples of uniform corrosion include the rusting of iron and the
tarnishing of silver. Other forms of uniform attack are the fogging of nickel and the oxidation of
metals at high temperatures [14].
In the analysis of uniform corrosion and any other type of corrosion, two important principles must
be considered:
1. The tendency for the corrosion reaction.
2. The rate at which the reaction will occur.
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Figure 2.2: Metal undergoing uniform corrosion [17].
Failure to consider one principle with regard for the other can lead to improper conclusions. In
uniform corrosion the tendency for the reaction to occur depends on the magnitude of the EMF of
the half-cell reactions (oxidation and reduction). The tendency can therefore be determined by
inspection of the thermodynamic equilibrium potentials of the oxidation and reduction reactions
[16].
Assuming the corrosion reactions detailed in sections 2.1.1 and 2.1.2 are uniform, the standard
thermodynamic equilibrium potential for Equation 2.1, V1 measured against a normal hydrogen
electrode is -0.44V [16]. The thermodynamic equilibrium potential for Equation 2.4, V2 also
measured against a normal hydrogen electrode is 1.229 V [16]. The overall cell EMF, V is given
as
𝑉 = 𝑉2 − 𝑉1 2. 5
𝑉 = 1.229𝑉 − (−0.44𝑉) = 𝟏. 𝟔𝟔𝟗 𝑽
If V > 0, then the reaction has a tendency to proceed as written. Meaning in this case since
1.669V>0 the iron will go into solution and the oxygen will be reduced. Similar calculations can
be made for different metals in different electrolytes. Despite the fact that these calculations
determine the tendency of corrosion to occur, they do not indicate the corrosion rate [12, 16].
Higher EMFs do not necessarily mean the corrosion rate will be high. The corrosion rate is a
parameter of concern in most practical problems. Corrosion reactions are made up of numerous
complex steps and the final corrosion rate can be no faster than the slowest of these steps [16]. The
slowest step therefore ends up being the rate determining step [16]. Each aspect of the reaction
sequence imparts a resistance on the corrosion reaction thereby limiting the corrosion currents
obtained from the cathodic and anodic reactions [16].
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The key rate-controlling steps are referred to as the concentration control (concentration
polarization) and activation control (activation polarization) [12, 16]. Concentration control or
concentration polarization implies that the rate determining step is the rate at which reactants or
products move to or from the corroding surface [16]. In other words, diffusion within the
electrolyte controls the rate of reaction. An example of concentration control is the ability of a
reactant such as dissolved oxygen, to diffuse to a steel surface in an electrolyte or the ability of a
reaction product, for instance, hydroxide, to diffuse from a steel surface. High supply rates of
reactants favor a higher corrosion rate; low diffusion rates of products from a surface hinder
corrosion rate.
Activation polarization or control refers to the rate of oxidation and reduction that occurs at the
interface between the metal surface and the electrolyte [12, 16]. The term activation is used due to
the activation energy that accompanies the dilatory, rate-determining step in the corrosion process
[12]. Activation control is also referred to as charge transfer control [16]. Considering iron in an
acid environment, one reaction product is normally hydrogen gas. Given that the solution is
sufficiently acidic, there will be an abundance of hydrogen ions in the solution. In spite of this,
mass transfer of hydrogen ions to the iron surface is not usually the rate-controlling step. The rate-
controlling step can be the transfer of electrons from the iron to the hydrogen ions on the surface
to form adsorbed atomic hydrogen, the combination of the hydrogen atoms to form a hydrogen
molecule or the coalescence of numerous hydrogen molecules to form a bubble of hydrogen gas
[12, 16]. The overall reaction rate is determined by the most retarded step. Charge transfer rates
can vary depending on material properties and different chemical environments. Other factors may
influence uniform corrosion rates, such as the development of oxide layers on a metallic surface
which could limit the corrosion rate by affecting diffusion and imparting concentration control.
Units for describing the rate of uniform corrosion are generally expressed in millimeter penetration
per year (mm/y) and grams per meter squared day (g/m2d). Inches penetration per year (ipy), mil
per year (mpy) and milligram per decimeter squared day (mdd) are other commonly used units
[18]. Barring any corrosion product adhering to the metal surface, these units represent metal
penetration or weight loss of the metal [14]. For instance, there is a relatively uniform CR of steel
in sea water with values around 0.13 mm/y, 2.5 g/m2d, 25 mdd or 0.005 ipy [14]. These represent
time-averaged values.
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Under normal circumstances, a light metal which loses a given weight per unit area will experience
a greater loss of thickness compared to a heavy metal which loses the same amount of weight per
unit area. Hence, it is essential to know the metal density when converting from one unit to the
other. In accordance with its intended purpose and CR, metals can be divided into three groups
[14]:
1. < 0.15 mm/y – This group represents metals that have good corrosion resistance and are
hence used for critical machine parts. Examples include springs, valve seats and pump
shafts.
2. 0.15-1.5 mm/y – Metals present in this category do not have a high corrosion resistance
and therefore can only be utilized if a higher CR can be tolerated. Examples are tanks,
pipes, valve bodies and bolt heads.
3. >1.5 mm/y – Usually not satisfactory.
2.2.1.1 Prevention and Control
The single most important control or protective measure against uniform corrosion is proper
materials selection for a project. Several corrosion-resistant alloys have been developed, with
stainless steels amongst the most widely used [15]. However, stainless steels cannot solve all
corrosion-related problems. Other alloys have therefore been developed to fill in where stainless
steel fails. For instance, special weathering steels have been produced to help curb the atmospheric
wearing of steel. These steels contain relatively low amounts of copper together with other alloying
elements such as nickel, chromium or phosphorus [15]. The rust on these steels adhere to the
surface, creating a passive layer which tends to protect.
In some instances, a cheaper material can be used as a protective coating against aggressive media.
Provision of a corrosion allowance has also proved to be quite useful. Example, if a CR of 6 mpy
is observed for a tank that is required to have a 7-year lifespan, an added tank wall thickness of
about 60 mils (or 0.06 inch) can be provided to exceed the necessary requirements needed to
conform to the operating conditions such as temperature, stress and pressure [15]. In addition to
this, the use of inhibitors and other common practices such as anodic and cathodic protection can
be applied.
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2.2.2 PITTING
Pitting is the type of corrosion which is localized and more intense at some discrete regions while
a vast majority of other areas remain unaffected. This process differs largely from uniform
corrosion where the entirety of the exposed surface deteriorates at approximately the same rate.
Pitting usually penetrates from the top of a horizontal surface downwards in almost a vertical
manner [12]. This as a result of gravity [12]. As the pit grows deeper, the solution at the bottom of
the pit increases in concentration [12]. Pitting attack on a steel plate is shown in Figure 2.3.
Figure 2.3: Pitting attack on a steel plate [17].
A pit is termed as deep if the corrosion process is limited to a relatively small area, with that part
of the metal acting as the anode [14]. If the pits are not so deep and the affected area is relatively
broader, then the pits can be described as shallow [14]. The depth of the pit increases at a much
faster rate compared to the width of the pit [19]. In some circumstances, the pits can become hidden
due to the corrosion product covering them and thereby go undetected during inspection. There is
also very little material loss or obvious reduction in overall wall thickness until failure occurs. Due
to its unpredictability and difficulty to design against, pitting is considered to be more hazardous
than uniform attack [17].
Pitting can be induced by localized defects which include but not limited to scratches and
compositional differences. The existence of a passive state of a metal in an environment of interest
is a basic requirement for pitting [20]. Upon the initiation of pitting, certain regions of the metal
surface begin to corrode rapidly as they become passive [20]. This loss of passivity usually takes
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place at heterogeneities like impurities which could be physical or chemical. Therefore metals with
polished surfaces have been observed to have a greater resistance to pitting [12].
The depth of the pit is normally expressed in terms of the pitting factor, P.F, which is the ratio of
the deepest metal penetration, P, to the average metal penetration as determined by the weight loss
of the specimen, d. It is expressed mathematically as:
𝑃. 𝐹 = 𝑃/𝑑 2. 6
A P.F of 1 indicates uniform corrosion. A metal’s resistance to pitting is often determined using
the Critical Pitting temperature (CPT) and the Pitting Resistance Equivalent Number (PREN) [19].
As generally accepted, a high PREN represents a better pitting resistance. Chromium,
molybdenum and nitrogen contents are used to measure the PREN:
𝑃𝑅𝐸𝑁 = %𝐶𝑟 + 3.3 (%𝑀𝑜) + 30(%𝑁) 2. 7
The temperature of the solution when pitting is first detected is known as the CPT of the alloy
[19]. These temperatures are normally measured in ferric chloride (10% FeCl3.6H2O) and an acidic
mixture of chlorides and sulphates [19].
One of the effects of pitting is the perforation of water pipes, rendering them inoperational although
only a relatively small amount of the metal has been lost. Structural failure from localized
weakening may also occur even though a considerable percentage of metal remains. By also
providing sites where stresses are concentrated, pits can assist in brittle and fatigue failure,
environmental cracking and corrosion fatigue [19].
2.2.2.1 Prevention and Control
Pitting can be prevented by
1. Reducing the aggressiveness of solutions through chloride elimination or decrement.
2. Adding passivating inhibitors to aid in curbing pitting attack. However, to ensure complete
passivation, the appropriate inhibitor concentrations have to be used. This is vital because
incomplete passivation can actually increase the rate of pitting [15].
3. Avoiding stagnation of the solution.
4. Applying a sacrificial anode or cathode.
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2.2.3 GALVANIC CORROSION
This type of corrosion damage occurs when two dissimilar metals are electrically coupled in a
corrosive electrolyte [12, 18]. When two metals are in contact or close to each other in an
electrolyte, one of them will corrode when there is a flow of galvanic current between them. The
information as to which metal will corrode is provided by the galvanic series. This series represents
the relative reactivities of several metals in seawater [12, 15]. The more negative metal (anode) in
the galvanic series will have a driving force to lose electrons to a metal in electrical contact that is
more positive (cathode) in the series [21]. This will cause the corrosion rate of the more negative
metal to increase while the more inert metal will be protected when the electrical connection is
made. For example, in instances where a copper pipe is connected to a carbon steel pipe, the carbon
steel pipe will start corroding in the vicinity of the junction since it is more negative or reactive.
Similarly, as shown in Figure 2.4, galvanic corrosion can be seen occurring at the interface a
magnesium shell that has been cast around a steel core.
Figure 2.4: Galvanic corrosion occurring between a magnesium shell and a steel core [12].
Galvanic Corrosion Steel Core
Magnesium Shell
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The rate at which galvanic corrosion occurs is directly proportional to the cathode–anode area ratio
that is exposed to the corrodent [12, 15]. Thus, considering a fixed cathode area, a relatively
smaller anode will corrode faster compared to a much larger anode [12]. This, as stated in section
2.2.1, is as a result of the CR not simply depending on the current but rather the current density.
The current density can be defined as the current per unit area of the corroding surface. The smaller
anode therefore experiences a high current density. The CR of the anode can be 100 to 1000 times
greater if its area is smaller than the cathodic area [15]. It is much preferred if the anodic area is
larger than the cathodic area.
Non-metallic conductors such as impermeable graphite in heat exchangers and carbon bricks in
metallic vessels and can also serve as cathodic sites when galvanically coupled with other metals
[15]. Other examples include conductive films that serve as cathodic sites to their base metal such
as iron sulphide on steel [15]. The galvanic behavior of metals in different environments is usually
based on the galvanic series obtained from seawater. Ideally every environment should have its
own galvanic series but this will result in an infinite number of tests making it impractical. It is
also worth noting that metals on their own will corrode at different rates in seawater compared to
when they are galvanically coupled with other metals [12, 15, 18].
2.2.3.1 Prevention and Control
Prevention and control measures that can be employed include:
1. Electrically insulating two dissimilar metals when joining them together by for example
using plastic washers as a separator when bolting together two dissimilar metal flanges.
2. Cathodic protection by coupling a third anode to the other anode and cathode.
3. Metals with vastly different potentials in the galvanic series should not be coupled together.
4. Avoid unfavourable cathode-anode ratios. Anodic areas must be larger to provide a longer
lifespan.
5. Favourable cathode-anode area ratios can be achieved by coating the cathodic area and not
the anodic area.
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2.2.4 CREVICE CORROSION
Crevice corrosion is a localized form of attack that occurs within or around narrow gaps created
by metal-to-metal or metal-to-nonmetal contacts where there is the presence of a stagnant solution.
Varying ion concentrations or the concentration of dissolved gases found in these regions bring
about this type of corrosion and it usually occurs in areas where the concentration is lower [12,
15]. For instance, parts of metals including but not limited to flanged and lap joints which are not
directly exposed to the environment experience localized depletion of dissolved oxygen causing
them to corrode [12]. Furthermore, the crevice must be wide enough to trap the electrolyte but
small enough to stagnate it. The width is normally several thousandths of an inch but not more
than 3.18mm [12, 15]. An example of crevice corrosion is shown in Figure 2.5.
Figure 2.5: Crevice corrosion occurring at regions that were covered with washers after the
plate was immersed in sea water [12].
After the depletion of oxygen within the crevice, the metal begins to oxidize at this site. Electrons
generated from the oxidation are transferred to the external areas where they are used up in a
reduction reaction. Extremely corrosive agents such as solutions with high hydrogen and chloride
ion concentrations are seen to form within the crevices [12]. This occurs especially for metals that
have been exposed to aqueous or saline environments [12]. Metals that passivate through surface
film formation such as stainless steel and aluminum are susceptible to crevice corrosion since
chloride ions are known to destroy such films [12, 15]. However, it is important to take note of the
fact that the tendency of crevice corrosion to occur is not the attribute of a particular metal but
rather it is a function of the metal’s response to a given environment [22]. For example, carbon
steels do not undergo crevice corrosion in acidic media because they do not form a passive film in
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such environments [22]. On the other hand, they are attacked by crevice corrosion in alkaline
environments even though they form a passive film [22].
The process of crevice corrosion can be classified into four stages as illustrated in Figure 2.6:
1. Deoxygenation - Crevice corrosion is initiated when localized areas on a passive surface
are isolated as already stated. Convection occurs at a slow rate between the solution
trapped within the crevice on the passive surface and the bulk environment, causing the
dissolved oxygen in a crevice solution to deplete quickly [15, 22].
2. Increase of the salt and acid concentrations - As metallic dissolution continues within
the crevice, the metal cations such as Fe2+ and Cr3+ become concentrated in the stagnant
solution. They also react with water in a hydrolysis reaction to generate acidity [15, 22] as
shown in Equation 2.8:
𝐹𝑒2+ + 2𝐻2𝑂 ↔ 𝐹𝑒(𝑂𝐻)2 + 2𝐻+ 2. 8
Chloride ions are drawn to the crevice solution increasing the metallic chloride concentration even
if small quantities of chloride ions are found in the bulk solution [22]. When chloride
concentrations are adequately high to break down the passive film, metallic dissolution occurs.
Low crevice solution pH also aids in metallic dissolution [22].
3. Depassivation – When the crevice which acts as the anode, and the surrounding surface
which acts as the cathode, have varying concentrations of oxygen in their respective
solutions, a localized galvanic cell is created. As the oxygen in the crevice solution
depletes, the corrosion potential is shifted from a passive to an active sense [22]. Once
corrosion has been initiated, the reaction can proceed rapidly due to the large difference
in cathode-anode area ratio where the anode (crevice) is small and the cathode
(surrounding surface) is large.
4. Propagation – Pit nucleation and growth occurs within the crevice as the potential is
applied. At a critical potential the metal dissolution increases steadily as the pits stabilize
[22].
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Figure 2.6: The four stages of crevice corrosion.
2.2.4.1 Prevention and Control
Crevice corrosion can be prevented by:
1. Regular inspection and frequent removal of accumulated deposits.
2. Decreasing the acidity where possible. Chloride content and temperature can also be
reduced.
3. Avoiding stagnation through proper designing of containment vessels to enhance drainage.
4. Using tar or bitumen to seal the periphery of tanks to avoid seepage of rainwater.
5. Using non-absorbing gaskets. Wet packing materials should be discarded during prolonged
shutdowns.
6. Instead of riveted or bolted joints, welding can be done. Applying the right caulking
compound can also be considered.
7. Applying crevice corrosion resistant alloys could be taken into account. The resistance of
stainless steel for instance can be enhanced by increasing the amount of some alloying
elements such as chromium, nickel, molybdenum, and nitrogen [15].
Base Metal
Passive Film
1. Oxygen is consumed
within the crevice.
2. Acidification and
increase in chloride
concentration.
3. Potential decrease from
passive to active regime.
4. Metastable pits
nucleate and grow.
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2.2.5 INTERGRANULAR CORROSION
This is a specialized kind of corrosion that occurs preferentially at the grain boundaries of metals
and in specific environments. The grain itself experiences little or no attack [19]. The grain
boundary, which is a small area, serves as the anode while the grain itself which has a relatively
large area serves as the cathode. This results in high cathode-anode surface area ratios. Therefore,
electrons flow from a small anode to a relatively large cathode leading to rapid attacks penetrating
deeply into the metal which eventually results failure.
Metals and alloys generally consist of collections of randomly oriented single crystals or grains.
At the boundaries between these crystals, different lattice orientations meet and zones of imperfect
structure are formed. That is, there is a crystallographic mismatch between the relative orientations
of the adjacent grains. As a result of these structural imperfections, the chemical composition and,
consequently, the electrochemical properties and corrosion resistance of the grain boundaries may
differ appreciably from those of the grains [23]. Intergranular attack on these boundaries may range
from light etching, which merely outlines the granular structure, to rapid penetration, which may
lead to loss of mechanical strength or even a residue of completely separated grains which is known
as "sugaring" [23].
Whether the type of corrosion observed will be intergranular or a uniform attack depends on the
difference between the CR of the grain boundaries and that of the grain surfaces [23]. The
characteristics of the electrolyte together with the metallurgical structure and composition of the
grain boundary account for the variations in CR [23]. Factors that lead to grain boundaries being
reactive include:
1. Equilibrium segregation of specific elements or compounds at grain boundaries while
remaining in solid solution [15, 23].
2. One of the alloying elements being preferentially enriched at the grain boundary. This can
be observed in brass [15, 23].
3. The corrosion-resistant element in the alloy being depleted at the grain boundary. This is
particularly seen in stainless steels [15, 23].
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All contributing factors that bring about intergranular corrosion are due to the thermal exposure of
the metals. Examples of heat treatments that cause intergranular corrosion include welding,
fabrication and stress relief [12, 15, 19, 23].
Precipitation of carbide during welding is a typical factor for intergranular attack and this can
mainly be seen in austenitic stainless steels. This usually occurs when these alloys are heated
between 500 and 800 ºC [12]. When the heating duration is long enough, the metal becomes
sensitized to intergranular corrosion [12]. Sensitization is the process whereby the chromium and
carbon in the steel combine to produce chromium carbide (Cr23C6) precipitates as a result of the
heat treatment [15]. The sensitization of stainless steel during welding is called weld decay [12,
15, 19, 23]. The formation of the chromium carbide precipitates at the boundary as a result of
chromium-carbon diffusion, creates an area adjacent to the boundary which is deficient in
chromium, making the grain boundary extremely prone to attack [12]. Exposure of nickel-based
alloys to temperatures below their annealing temperature makes them susceptible to carbide
precipitation or the precipitation of other intermetallic phases [15]. For instance, when nickel-
based alloys are exposed to sulphur-bearing gaseous environments, nickel sulphide is produced
and this can bring about huge failures [14]. Intergranular corrosion is shown in Figure 2.7.
Figure 2.7: Intergranular attack on stainless steel [23].
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2.2.5.1 Prevention and Control
Intergranular corrosion may be prevented by:
1. Redissolving all chromium carbide precipitates by heat treating the sensitized metal at high
temperatures.
2. Using alloys containing less than 0.03 wt% carbon to reduce the risk of carbide
precipitation.
3. Adding alloying elements like niobium or titanium during stainless steel production. These
metals have a higher tendency than chromium to form carbides, causing the chromium to
remain in solution.
4. Using low carbon-content alloys and alloying with tantalum, titanium or niobium can also
be applied to nickel-based alloys.
2.2.6 DEALLOYING OR SELECTIVE LEACHING
Dealloying is the process whereby a particular element is preferentially removed from an alloy
due to corrosion. Dezincification, which is a type of dealloying in zinc-based alloys such as brass,
occurs when the zinc corrodes leaving behind a porous copper residue together with other
corrosion products [14]. In addition, the colour changes from yellow to red or to the colour of
copper. Most often than not, the selectively leached metal is the least noble element found in the
alloy [15]. Aside surface tarnishing, a dealloyed metal will usually keep its original shape and
seem undamaged though its tensile strength and ductility may be badly affected.
Dezincification of brass can occur in two ways:
1. Plug-type which occurs in localized areas on the metal or
2. Layer-type which occurs uniformly over the surface [15].
Low zinc alloys favour plug type while layer-type attack is favoured by high-zinc alloys [15]. The
type of environment is a major determining factor of the kind of dezincification that will occur.
Plug-type dezincification is found in neutral, alkaline or high saline water environments [15]. It
also occurs above room temperature. Crevice conditions under a deposit of scale or salt tend to
aggravate the condition. A plug of dezincified brass may fall out, leaving a hole; whereas water
pipes experiencing layer-type dezincification may split open [15]. Conditions that favour selective
leaching are:
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1. Porous inorganic scale formation.
2. High temperatures.
3. Stagnant solutions especially if acidic.
Another type of dealloying is known as parting. Parting, which is similar to dezincification, also
occurs when the least noble component of the alloy is selectively leached. It is generally limited
to novel metal alloys such as gold-copper alloy which is used in refining gold [14]. Other systems
that undergo dealloying are as follows:
1. Removal of nickel from copper-nickel alloys [24].
2. Leaching of silver from gold-silver alloys (Figure 2.8) [24].
3. Exposure to hydrofluoric acid or chloride-containing acids causes aluminum to leach out
of aluminum-bronze [15].
4. Manganese from copper-manganese [24].
5. Tin from bronze in hot brine or steam [15].
6. At high temperatures chromium will dissolve preferentially from steels [24].
7. Cobalt from Co-Ni-Cr alloys [24].
8. Gold from gold-platinum alloys [24].
9. Silver from silver-palladium [24].
10. Copper-aluminum alloys which have an aluminum content of more than 80 % are very
prone to dealloying [15] etc.
Figure 2.8: Selective leaching of silver from gold (dark areas) leaving empty channels (light
areas) [24].
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2.2.6.1 Prevention and Control
Modes of prevention include:
1. Cathodic protection.
2. Frequent removal of scales and deposits.
3. Avoid the stagnation of corrosives especially acidic ones.
4. Using alloys with a high dealloying resistance. Alloys such as red brass which contain less
than 15% zinc are almost insusceptible to selective leaching [15].
5. Dezincification can be curbed by including alloying elements such as phosphorus,
aluminum or arsenic [15].
2.2.7 ENVIRONMENTAL CRACKING
Environmental cracking occurs when a tensile stress is applied to a metal in a corrosive
environment. There are two type of environmental cracking. They are stress corrosion cracking
and corrosion fatigue.
2.2.7.1 Stress Corrosion Cracking (SCC)
If a metal, being subjected to a constant tensile stress and simultaneous exposure to a specific
corrosive environment, cracks immediately or after a given time, the failure is said to be stress
corrosion cracking [12, 14, 15]. Alternating between the stress application and the corrosive
environment will not result in SCC [15]. Same way corrosion alone without applying any stress
does not lead to SCC [15]. Metals that are unreactive in certain environments can change and
become susceptible to corrosion in those environments once a stress is applied. Once there is the
formation and propagation of cracks that are perpendicular to the stress, failure becomes imminent.
The failure process is similar to that of a brittle material, though the alloy may be ductile [12].
Furthermore, the formation of cracks can occur at stresses significantly below the tensile strength
of the material and this can be attributed to the presence of corrosion. The minimum stress below
which SCC will occur is called the threshold stress. In some systems, this may be as low as 10 %
of the actual yield stress [15].
Most alloys are prone to SCC when exposed to certain environments, especially when the stress
being applied is moderate. Most stainless steels for instance stress corrode in solutions containing
chloride ions. Exposing brass to ammonia also makes it very susceptible to SCC. The stress that
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produces SCC need not be externally applied. It may be a residual stress that occurs as a result of
spontaneous temperature changes and uneven contraction or expansion due to different
coefficients of expansion of the individual metals in an alloy [12]. The conditions therefore needed
for SCC to occur include
1. A constant tensile stress.
2. A suitable environment, that is, one which is corrosive.
3. A sensitive metal
4. Conducive temperature and pH values.
Precipitation and segregation processes as stated in section 2.2.5 can also lead to SCC [26]. Most
metals that are safe from general corrosion through protective film formation are susceptible to
SCC [15, 26]. This due to the breakdown of the film thereby creating galvanic cells. An example
of SCC is shown in Figure 2.9.
Figure 2.9: Intergranular stress corrosion cracking in brass [12].
2.2.7.2 Corrosion Fatigue
A metal is said to have failed by corrosion fatigue if it cracks due to the application of alternating
tensile stresses in a corrosive environment [14, 15, 27]. In the absence of a corrosive environment
the metal stresses similarly but at values below the critical stress called the fatigue limit or
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endurance limit. A metal fails after a prescribed number of stressed cycles no matter how low the
stress [14].
The greater the applied stress, the fewer the number of cycles required for the metal fail. Failure
also occurs at a faster rate. Below the endurance limit, no failure will occur irrespective of the
number of cycles [15]. This is mainly observed in steels and other ferrous metals. In a corrosive
environment on the other hand, failure will occur at any applied stress as long as an adequate
number of cycles is applied. However, a large number of environments which are not particularly
specific can cause corrosion fatigue, unlike SCC [15]. An increase in temperature, decrease in pH
and an increase in corrodent concentration all lead to aggravation of corrosion fatigue [15].
2.2.7.3 Prevention and Control
1. Minimizing the external load can help lower the magnitude of stress. This can also be
achieved by increasing the cross-sectional area perpendicular to the applied stress.
2. Heat treatment can be used to anneal out any residual thermal stresses.
3. Cathodic protection
4. Uniform application of shot peening.
5. Use of inhibitors that prevent SCC such as Η3ΡΟ4 and Na2O4 which prevent SCC of iron
in nitrate environments.
2.2.8 HYDROGEN DAMAGE
This is the deterioration of physical and mechanical properties such as ductility and tensile strength
resulting from the penetration of atomic hydrogen into the crystal lattice. Basic aspects of the
problem of hydrogen in steels involve its limited solubility in the lattice, its high propensity for
adsorption on internal and external surfaces, its diffusion into the lattice due to a concentration
gradient, the transport by the motion of dislocations and the localization of hydrogen at internal
sites in the bulk metal [28]. This localization behavior is called trapping. A trap is a void, interface,
or other physical site but may include a region of high stress [28]. The metal may originally contain
some amount of hydrogen or accumulated it through absorption. Mostly, the damage is attributed
to residual or applied stresses [15]. Hydrogen damage may occur as:
1. Internal flaking, fissuring, cracking or blistering.
2. Internal damage due to defect formation.
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3. Ductility and tensile strength reduction.
4. Continuous propagation of defects at stresses far lower than those required for mechanical
failure.
The availability of hydrogen is high and in abundance in environments such as hydrogen sulphide,
water, moist air, acids, and various liquids and gases utilized in chemical process operations.
During the manufacturing of equipment, corrosion by hydrogen damage may occur at several
stages even before the equipment exposed to service conditions. Furthermore, hydrogen can be
introduced into the metal’s lattice during welding, heat treating in hydrogen-bearing furnace
atmospheres or acid pickling. In the pickling of steel, the amount of hydrogen absorbed is relative
to both the bath temperature and the nature of the acid [15]. Atomic hydrogen produced at the
cathode during a corrosion process can also diffuse into the bulk material. The diffusion rate
increases when the material is stressed [15].
The Hydrogen Damage type of corrosion can be accelerated by sulphur and arsenic compounds
which are termed as poisons [12, 15]. The time atomic hydrogen remains on the metal surface is
extended due to the slow rate at which molecular hydrogen forms [12]. This is caused by the
poisons. The reaction between hydrogen sulphide and steel to form atomic hydrogen is given as
follows:
𝐹𝑒 + 𝐻2𝑆 → 𝐹𝑒𝑆 + 2𝐻 2.9
The chemisorbed sulphur specifically poisons the hydrogen recombination reaction and enhances
hydrogen absorption [15]. Hydrogen molecules are relatively large and only the smaller atomic
form of hydrogen can diffuse effectively [28]. The high mobility of the hydrogen contributes to
the damaging effects experienced [28]. In most circumstances, hydrogen-induced cracks are
transgranular, although some alloys undergo intergranular fracture [12]. When the solution has a
pH which is above 8, an iron sulphide film forms and provides some form of protection to the
metal surface, thereby retarding the CR [15]. The protective film will be destroyed once there is
the presence of cyanides. The CR of the unprotected surface increases, resulting in hydrogen
damage. Hydrogen concentrations as low as several ppm can lead to cracking [12, 15].
There are similarities between hydrogen damage and SCC in that a normally ductile metal
experiences brittle fracture when exposed to both a tensile stress and a corrosive environment.
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However, whereas cathodic protection reduces or prevents SCC, it may, on the other hand, initiate
or promote hydrogen damage due to the production of hydrogen atoms at the cathode [12].
2.2.8.1 Prevention and Control
1. The alloy can be baked at an elevated temperature to drive out dissolved hydrogen.
2. Reducing corrosion by applying corrosion inhibitors to limit hydrogen production.
3. Data from Nelson curves can be used to determine the operating limits of steel to aid in
efficient materials selection.
4. Using coatings such as rubber linings that are impervious to hydrogen.
2.2.9 MICROBIOLOGICALLY INDUCED CORROSION (MIC)
MIC refers to corrosion induced by microbes or biological organisms [18]. Contributing to this
type of attack are both micro- and macro-organisms in different environments. Some of these
environments include domestic and industrial fresh waters, soils, groundwater, seawater and
natural petroleum products. MIC does not represent a special form of corrosion but rather the
aggravation of corrosion under environmental conditions in which CRs are expected to be rather
low [15]. MIC is shown in Figure 2.10.
Figure 2.10: Microbiologically Induced Corrosion attack on a steel pipe [18].
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Microbes are categorized according to common characteristics such as their by-products example
sludge producing, or the compounds they affect example sulphur oxidizing [18]. Depending on
their oxygen requirements, these microbes can be classified as either aerobic (i.e. requires oxygen)
such as sulphur oxidizing bacteria or anaerobic (i.e. requires little or no oxygen) like sulphate
reducing bacteria [18]. Microorganisms increase the CR through the following ways:
1. Destruction of protective layers: Microorganisms may attack and destroy organic
coatings. This leaves the base metal exposed and prone to corrosion.
2. Hydrogen embrittlement: Certain microorganisms serve as a source of hydrogen by
producing hydrogen sulphides. This provision of hydrogen by the microorganisms makes
the base metal susceptible to hydrogen embrittlement.
3. Modification of corrosion inhibitors: The structure and properties of some CIs may be
altered by certain types of bacteria rendering them ineffective. Nitrite-based corrosion
inhibitors for example are used to protect aluminium and aluminium alloys from nitrate
and ammonia and this CI can be made inefficient by some bacteria.
4. Production of metabolites: Sulphides, organic or inorganic acids and ammonia may be
produced by bacteria. All these substances are capable of enhancing the corrosion of
metals.
2.2.10.1 Prevention and Control
1. Environmental or process parameter modification.
2. Use of biocides.
3. Combining coatings with cathodic protection.
4. Chlorination and periodic cleaning of surfaces and the inside of pipelines.
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2.3 CORROSION INHIBITORS
A corrosion inhibitor is a substance or combination of substances when added in relatively small
quantities to a corrosive medium decreases the corrosion rate of metals in that medium. The type
of inhibitor used depends on the type of metal and the corrosive environment under consideration
[29]. Inhibitors are known to either be physically adsorbed (physisorption) or chemically adsorbed
(chemisorption) [5, 7, 15]. Physisorption is as a result of electrostatic forces between the organic
ions of the inhibitor and the electrically charged metal surface [15]. For chemisorption, the charge
of the inhibitor molecules is shared or transferred to the metal surface, thereby establishing a
coordinate-type bond [15].
The effectiveness of an inhibitor may be as a result of mechanisms such as
1. Elimination of chemically active species in the corrosive solution such as dissolved
oxygen.
2. The inhibitor physically or chemically attaching itself to the metal surface thereby
retarding the oxidation or reduction reactions or both.
3. Formation of a thin protective coating.
CIs are termed anodic, cathodic or mixed depending on the partial reaction (anodic oxidation
and/or cathodic reaction) they retard [15, 30].
2.3.1 ANODIC INHIBITOR
Generally, this type of inhibitor produces a large anodic shift of the corrosion potential by forming
a protective oxide film on the metal surface. The surface is hence forced into the passivation region
by this shift [18]. For this reason, anodic inhibitors are referred to as passivators on some occasions
[18]. Examples of anodic inhibitors include nitrates, tungstates and chromates. These ions can act
as passivators because they can be both oxidized and reduced readily [31]. That is, they have a
shallow cathodic polarization curve [31].
The mechanism for anodic inhibition involves the blocking of anodic sites in the metal and this
depends on the concentration of the inhibitor [32]. Weak anodic sites are blocked first and the
protective layer is not completely formed when the inhibitor concentration is low [32]. On the
other hand, an increase in concentration causes the inhibitor to react with the strong anodes thereby
forming a passive layer which eventually leads to a decrease in CRs [32].
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2.3.2 CATHODIC INHIBITOR
Cathodic inhibitors are compounds that provide a protective film by causing the formation of
precipitates on the metal surface [31]. Due to this reason, they are sometimes called precipitation
inhibitors. They act by either slowing the cathodic reaction itself or selectively precipitating on
cathodic sites thereby retarding the diffusion of reducing species to the surface [18]. This can be
achieved by using cathodic poisons such as sulphides, selenides and compounds of antimony and
arsenic [18]. These poisons interrupt the formation of hydrogen gas and by so doing retard the
overall cathodic reaction [31]. They perform particularly well in strong acids where hydrogen gas
formation is the controlling step in the corrosion reaction [31]. In spite of this, cathodic poisons
can cause hydrogen embrittlement and blistering since formation of molecular hydrogen is
retarded increasing the possibility of atomic hydrogen entering the metal [18, 31].
The CRs can also be reduced by employing oxygen scavengers that react with dissolved oxygen
[18]. Sulphite and bisulphite ions are examples of oxygen scavengers that form sulphates by
reacting with oxygen [18].
2.3.3 MIXED INHIBITOR
For mixed inhibitors, both the anodic and cathodic reactions are retarded. They block both the
anode and cathode through the formation of precipitates on the surface [18]. They are typically
film forming compounds [18]. The most common mixed inhibitors are silicates and phosphates
[18]. Protection however depends heavily on pH and is not always reliable. Silicates and
phosphates do not also provide the same level of protection as chromates and nitrites but are less
toxic [18].
Globally there is a huge demand for eco-friendly products due to the alarming rate of
environmental degradation. As a result, inhibitors such as chromates and arsenics have had
injunctions placed on them because of their inability to meet certain environmental regulations
[31, 32]. They are toxic and chromates for example can cause a rash when in prolonged contact
with the skin [31]. Green inhibitors have therefore been researched into and developed to help
solve this environmental problem.
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2.3.4 GREEN INHIBITORS
Green inhibitors are basically eco-friendly substances such as plant extracts that have been
developed to aid in CR reduction. They are organic in nature and usually contain aromatic or
heterocyclic compounds such as tannins, flavonoids and alkanoids [3, 5, 7]. These compounds
form a protective layer by attaching themselves onto the metal surface through their electroactive
sites which are normally nitrogen, oxygen and sulphur [5, 7, 31].
Several research work has gone on it this area. Loto had reported the application of the extracts of
Mangifera indica (mango) leaves and bark for corrosion of mild steel in diluted sulphuric acid
medium [33, 34]. Weight loss measurements and electrochemical impedance spectroscopy were
used to determine the IE % of the inhibitors. Though individually the extract of leaves and bark
showed a significant effect on the CR by reducing it, the combination of both extracts exhibited a
synergistic effect with higher efficiencies. Molasses treated with alkali solution was found by
Cabrera et al. to inhibit the corrosion of steel in HCl [35].
The extract of henna (Lawsonia inermis) which is a thorny shrub was investigated by Ostovari et
al. as a CI for mild steel in 1mol/L HCl. Its main constituents were lawsone, gallic acid, tannic
acid and α-ᴅ-glucose [36]. They found out that the extract was effective in preventing uniform
corrosion as well as pitting. However, as temperature increases from 25 oC to 60 oC the IE % drops.
After testing the constituents, they drew the conclusion that all the compounds acted as mixed
inhibitors with some doubling as oxygen scavengers. They also reported that the IE % for the
compounds increase in the following order: Lawsone > henna extract > gallic acid > α-ᴅ-glucose
> tannic acid.
Ashassi-Sorkhabi et al. [37] investigated the CI effect of three amino acids (glycine, alanine and
leucine for steel in HCl. These amino acids were used because they are relatively cheap, eco-
friendly and easy to produce with over 99 % purity. These compounds were efficient only when
the CI concentration of alanine and leucine was 1 mmol/L or higher and 10 mmol/L or higher for
glycine. Below these concentrations the authors observed an increase in CR, probably due to
complexations with iron.
Justicia gendarussa plant extract as CI for mild steel in 1 mol/L HCl at 25-70 oC was studied by
Satapathy et al [38]. They reported the major compounds to be friedelin, lupenol, phenolic
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dimmers, β-sitosterol, ο-substituted aromatic amines and flavonoids. The authors claim this CI to
be a mixed type. They also reported that IE % increases with increasing CI concentration and
decreases with increasing temperature. Furthermore, they reported little or no inhibition effect at
80 oC and attributed it to the decomposition of the compounds at that temperature.
Abdel-Gaber et al. [39] tested the anti-corrosion behavior of the extract of the leguminous plant
lupine (Lupinous albus L.) on the corrosion of steel in aqueous solution of H2SO4 and HCl. To
reveal the adsorption mechanism of inhibition, the corrosion data were examined with kinetic-
thermodynamic model. The inhibitor showed comparatively higher IE % in HCl than in H2SO4.
Pennyroyal oil was extracted from Mentha pulegium (Pennyroyal Mint) and studied for corrosion
inhibition of steel in HCl by Bouyanzer et al. [40]. The major constituent of Pennyroyal oil was
R-(+)-pulegone [41]. The IE % of the inhibitor increased with temperature, which clearly indicated
the chemisorption of the inhibitor on the steel surface. It was also classified as a cathodic type
inhibitor.
The inhibition effect of Zanthoxylum alatum plant extract was investigated by Gunasekaran and
Chauhan on the corrosion of mild steel in 20 %, 50 % and 88 % aqueous orthophosphoric acid
using weight loss and electrochemical impedance spectroscopy (EIS) [42]. The experiment was
conducted at a temperature range of 50–80 oC. The plant extract was found to reduce the corrosion
of steel more effectively in 88 % than in 20 % phosphoric acid. The surface analysis using X-ray
photoelectron spectroscopy (XPS) showed the protective layer formed by the plant extract on the
surface of the mild steel. The results were indicative of the possible formation of iron phosphate,
which was catalyzed by the formation of the iron-plant extract organo-metallic complex.
Sribharathy and Rajendran [43] studied the inhibitive effect of Jeera (Cuminum cyminum) plant
extracts on the corrosion of mild steel in an aqueous solution of seawater using potentiodynamic
polarization and electrochemical impedance spectroscopy (EIS) techniques. The stability of the
IE% of Jeera extracts was examined using the weight-loss method. Polarization curves obtained
showed that the Jeera extract behaves as an anodic inhibitor. They also reported that the CRs of
the steel and the IE % of the extract obtained from impedance and polarization measurements were
in good agreement. In addition, inhibition was found to increase with an increasing concentration
of the plant extract.
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The inhibitive action of natural honey on the corrosion of carbon steel in high saline water was
evaluated by El-Etre and Abdallah [44]. The IE % was calculated using weight loss and
potentiostatic polarization measurements. They found that natural honey exhibited a very good
performance as an inhibitor for steel corrosion in high saline water. The IE % increased with an
increase in natural honey concentration. However, the IE % decreased after some time due to the
growth of fungi in the medium.
El-Etre [45] again investigated the extract of khilah seeds (Ammi visnaga) against the corrosion
of SX 316 stainless steel in HCl solution. He reported the major constituents of the khilah seed
extract to be khellin and visnagin, and the inhibition mechanism was studied by comparing the
complexing ability of these compounds. The conductometric titrations showed the possible
formation of Fe-khellin or Fe-visnagin complex, which he attributed to chemisorption or chemical
bonding between the iron and inhibitor molecules. In spite of that, he observed that the IE % of
the extract significantly decreased with increasing temperature, which indicated that the
mechanism of adsorption of the inhibitor molecules were predominantly physisorption. Though
the decrease in the IE % was observed at elevated temperatures, the seed extract exhibited mostly
an IE % of 71 % for 120 ppm at 80 oC.
2.4 CASSIA SIAMEA
Cassia siamea also known as Senna siamea or Siamese cassia is a medium-sized evergreen
leguminous tree of the subfamily Caesalpinioideae [46]. It can grow up to 18 m high with beautiful
yellow flowers and leaves that are alternate, pinnately compound with slender, green-reddish
tinged axis [46]. There are about 6 to 12 pairs of leaflets on short stalks, rounded at both ends [46].
It can be found in South and South-east Asia as well as Africa. In Ghana it is commonly used as
ornamental plants or shade trees in cocoa plantations. Due to the edibility of its leaves, pods and
seeds, it is used in some Thai and Burmese cuisine. It also contains a compound called Barakol
which is used in traditional herbal medicine [47]. Its leaves are also a good source of heterocyclic
compounds such as tannins, flavonoids, alkanoids and saponins which have shown to have
corrosion inhibition properties [5, 7]. As a result of this, extracts from the cassia leaves were used
in the preparation of the plant inhibitor.
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2.5 POLYETHYLENE TEREPHTHALATE (PET)
PET is a thermoplastic polymer from the polyester group [48]. It has its molecular formula to be
(C10H8O4)n. The repeat units of PET are given in Figure 2.11:
Figure 2.11: Repeat units of PET [48].
PET can exist as an amorphous or a semi-crystalline polymer. In its amorphous form, it has a
density of 1.370 g/cm3 and1.455 g/cm3 in its crystalline form [49]. Its melting point ranges from
250-260 oC and at a temperature of 350 oC PET decomposes. It is clear in nature and has a
refractive index of 1.575. A low thermal conductivity of 0.15-0.24 Wm-1K-1 gives PET a very good
heat resistance [50]. PET displays very good strength with its tensile strength ranging from 55 to
75 MPa [50].
Before recycling, plastics are sorted out according to their polymer resin type. The use of Resin
Identification Codes (RIC) on plastic products makes it easier to identify the type of polymer resin
used [51]. The RIC for PET is given in Figure 2.12:
Figure 2.12: Resin Identification Code for PET [51] [52].
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Some of PETs common uses include soft drink and water bottles, ovenable food trays and
waterproof packaging. They are usually recycled into polyester carpets, fibre filling for pillows,
audio and video tapes [53-55].
The popularity of PET for disposable bottle production and packaging in general began in the
1980s, and within seven years more than 700 million pounds of PET had been consumed [56, 57].
Due to the diversity of its applications in a large volume of consumer products, extremely high
amounts of PET waste is also generated, which includes polymer manufacturing waste as well as
the products at the end of their useful life. As a result of its high resistance to atmospheric and
biological agents, PET is not considered as biodegradable. With the increasing pressure of keeping
the environment clean, recycling PET waste in an ecofriendly manner is the only viable option.
PET waste can be recycled either physically or chemically [57]. In chemical recycling, PET is
reacted with various chemical substances to obtain products that are used in the chemical industry
[57, 58]. With respect to this process, PET waste can be depolymerized to its base monomers or
oligomers. Depolymerization can generally be carried out through aminolysis (chemical
breakdown using ammonia or an amine), solvolysis (nucleophilic substitution or elimination where
the nucleophile is a solvent molecule), methanolysis (chemical breakdown using an alcohol) and
glycolysis (breakdown of glucose with the release of energy) [57, 59, 60]. Hydrolysis of PET is
also possible by using water under pressure [57]. Through these reactions, PET waste can be
converted to useful products such as corrosion inhibitors and several works have been done in this
area of research.
2.5.1 CORROSION INHIBITORS FROM PET WASTE
Abdul-Raheim et al. [61] synthesized a new water soluble corrosion inhibitor by depolymerizing
PET waste into a glycolyzed product using triethanolamine, followed by esterification with
bromoacetic acid in the presence of manganese acetate as a catalyst. The obtained ester was reacted
with thiourea to give thiol derivative. The effectiveness of the synthesized compound as a
corrosion inhibitor for API XL65 carbon steel, in 2 M HCl was evaluated using open circuit
potential, potentiodynamic polarization and electrochemical impedance spectroscopy (EIS). The
results of these investigations showed improved IE % with increasing inhibitor concentration. The
protective film formed on the carbon steel surface was analyzed using an energy dispersive X-ray
analysis (EDX) technique. Also, a scanning electron microscope (SEM) was used to study the
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surface morphology of steel surface in the absence and presence of 400 ppm of the inhibitor. The
analysis showed less damage on the steel surface in the presence of the inhibitor.
Abd El-Hameed et al. [62] investigated the corrosion inhibition of two compounds derived from
PET waste for carbon steel in phosphoric acid. The two compounds were obtained via the reaction
of PET waste with Ethylene glycol and ethylene di amine in the presence of catalysts. The
experiment was conducted at different concentrations and temperature by chemical and
electrochemical methods. They reported that the results obtained indicate the IE % of the di amine
based inhibitor to be higher than the glycol based inhibitor.
The study of the corrosion inhibition effect of Poly(oxyethylene)terephthylamine on carbon steel
in 1 M formic acid was done by El-Hameed et al [63]. PET waste was depolymerized with
diethanolamine to give the corresponding amine. Etherification was then done to produce different
molecular weights of poly ethylene glycol (PEG1000 and PEG4000) to give the corresponding
Poly(oxyethylene)terphthalamine). The IE % were determined at different concentrations and
temperatures by weight loss and electrochemical techniques (potentiodynamic polarization and
open circuit potential). They claimed the protection efficiency increased with increasing
concentration and number of ethylene oxide units. The inhibition was assumed to occur via the
adsorption of the inhibitors on the metal surface. The polarization curves indicated that these
compounds acted as mixed-type inhibitors. Addition of inhibitors molecules to the corrosive
medium produced a negative shift in the open circuit potential. It was found that the obtained data
from different techniques were in good agreement, and the increase in the numbers of ethylene
oxide units in the molecular structure of the modified plastic waste led to the increase in IE %.
Abd El-Hameed et al. [64] once again investigated the corrosion of mild steel in NaCl solution and
the effect recycled PET inhibitors obtained from aminolysis has on it. In this work, PET was
depolymerized with both Diethanolamine (DEA) and Triethanolamine (TEA) (ratios of 1:2 wt %)
followed by esterification with stearic acid, and the two compounds obtained were labelled as D2S
and T2S. The corrosion inhibition effect of D2S and T2S was determined using weight loss,
potentiodynamic polarization techniques and open circuit potential measurements. The results
showed that inhibition occurred through adsorption of the inhibitor molecules on the metal surface
and the IE % was found to increase with increasing inhibitor concentrations and temperature. The
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inhibitors also acted as mixed type and the obtained results from weight loss and potentiodynamic
polarization techniques were in a good agreement.
The aminolysis of PET to produce terephthal amide was done by Abd El-Hameed [65]. The
depolymerization was done using MEA with sodium acetate serving as a catalyst to produce bis
(2-hydroxyethylene) terephthal amide, the chemical structure of which can be found in Figure
2.13. The terephthal amide was evaluated as a corrosion inhibitor for carbon steel in 1 M HCl by
using weight loss, open circuit potential and potentiodynamic polarization measurements. The
polarization curves indicated that the compound acted as mixed type inhibitor. The inhibition
efficiency increased with increasing inhibitor concentrations and decreased with increasing
temperature. The values of activation energy and free energy of adsorption indicated that the type
of adsorption was chemical adsorption. The inhibition occurred through adsorption of the inhibitor
molecules on the metal surface. The adsorption of the inhibitor on the steel surface was found to
follow the Langmuir adsorption isotherm. Scanning electron microscope (SEM) was used to study
the surface morphology of the steel surface in the absence and presence of 200 ppm of the used
inhibitor. It was found that in the presence of the inhibitor, less damage occurred on the surface as
compared to when no inhibitor was present.
Figure 2.13: Chemical structure of bis (2-hydroxy ethylene) terephthal amide [65]
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CHAPTER THREE
METHODOLOGY
3.1 PREPARATION OF SPECIMENS
Eleven mild steel coupons each of dimensions 20 mm x 60 mm x 1 mm were degreased and
polished successively with different grades of emery paper (P80, P100 and finally P120) to remove
any corrosion product that might have formed on the surface prior to the experiment. The coupons
were washed with distilled water and dried with acetone. All eleven coupons were used in different
experiments with varying inhibitor type and concentrations.
3.2 PREPARATION OF 2M HCl
1 L of 2 M HCl with a pH of 0.2 was obtained from 35.4 % concentrated HCl by diluting 172 ml
of the concentrated acid in 1 L of distilled water. The calculations can be found in section A1 of
the appendix.
3.3 PREPARATION OF PLANT INHIBITOR
Cassia leaves were dried in open sunlight for a week and later milled into powder. Approximately
1.5 g of the powdered leaves was dissolved in 300 ml of the prepared 2 M HCl, giving a mass per
volume concentration of: 1.5/300 = 0.005 g/ml or 5 g/L. The solution was then boiled for 3 hours
at 90 oC and allowed to cool for 24 hours after which it was filtered with the filtrate serving as the
inhibitor. The solution had a pH of 0.2. A summary of the preparation process is shown in Figure
3.1.
Figure 3.1: Process for Plant Inhibitor Preparation
Cassia Siamea leaves Dry Cassia leaves milled to powder Plant extract as inhibitor
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3.4 AMINOLYSIS OF PET WASTE
199.35 g of shredded waste PET bottles which were thoroughly washed and dried, was dissolved
in 300 ml of mono ethanol amine (MEA) (1:1 wt %) with 2 g of sodium acetate as a catalyst (1%
of PET weight). The solution was heated in a nitrogen atmosphere under vigorous stirring at 170-
190 oC for 4 hours and 200-210 oC for 3 hours and finally 100 oC for 1 hour [65]. It was then left
overnight to cool to room temperature. Distilled water was added in excess with vigorous agitation
to precipitate out the white crystalline powder of bis (2-hydroxy ethylene) terephthal amide. The
terephthal amide (TA) which is the precipitate was filtered out and dried at room temperature for
3 days after which it was ground to powder. The TA served as the plastic inhibitor. The preparation
process for the TA is shown in Figures 3.2.
Figure 3.2: Aminolysis of waste PET
3.5 ELECTROCHEMICAL ANALYSIS
The electrochemical tests done to determine the CRs and IE % were conducted using the Metrohm
Autolab Galvanostat/Potentiostat which is controlled by the NOVA 1.11 software. The set-up is a
three-electrode cell consisting of the steel coupon which is the working electrode (WE), an
Ag/AgCl electrode which is the reference electrode (RE) and a glassy carbon electrode which is
the counter electrode (CE) as shown in Figure 3.3.
Shredded PET bottles PET in molten state after
dissolution and heating in
MEA.
White crystalline TA powder
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Figure 3.3: Potentiostat and electrodes
The CR depends on the kinetics of both anodic and cathodic reactions. According to Faraday’s
Law, there is a linear relationship between CR and the corrosion current, icorr [18]. This is shown
in Equation 3.2:
𝐶𝑅 =𝑀
𝑛𝐹𝜌𝑖𝑐𝑜𝑟𝑟 3. 1
Where M is the atomic weight of the metal, n is the charge number which indicates the number of
electrons exchanged in the dissolution or corrosion reaction, ρ is the density and F is the Faraday
constant, (96.485 C/mol). With the aid of Tafel plots icorr can be estimated and then be used in
calculating the CR. The NOVA software provides a convenient interface for making Tafel plots,
calculating Tafel slopes and CRs. Additionally, the software fits experimental data into the plot
based on the Butler-Volmer equation given in Equation 3.3:
𝑖 = 𝑖𝑐𝑜𝑟𝑟 [𝑒2.303
𝐸−𝐸𝑐𝑜𝑟𝑟𝑏𝑎 − 𝑒
2.303𝐸−𝐸𝑐𝑜𝑟𝑟
𝑏𝑐 ] 3. 2
Where i is the exchange current density, E is the applied potential, Ecorr is the corrosion potential
while ba and bc are the anodic and cathodic Tafel constants respectively [66]. From the CRs
obtained from the software, the IE% was calculated using Equation 3.4:
𝐼𝐸 % =𝐶𝑅𝑏𝑙𝑎𝑛𝑘 − 𝐶𝑅𝑖𝑛ℎ
𝐶𝑅𝑏𝑙𝑎𝑛𝑘 𝑥 100 % 3. 3
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3.6 WEIGHT LOSS MEASUREMENTS
The CR with respect to weight loss of the steel coupons, CRWL (mg/cm2/day) and the Weight Loss
(WL) were calculated using Equations 3.5 and 3.6:
𝐶𝑅𝑊𝐿 =𝑊𝐿
𝐴 ∗ 𝑡 3. 4
𝑊𝐿(𝑊𝑒𝑖𝑔ℎ𝑡 𝐿𝑜𝑠𝑠) = 𝐼𝑛𝑖𝑡𝑖𝑎𝑙 𝑊𝑒𝑖𝑔ℎ𝑡 − 𝐹𝑖𝑛𝑎𝑙 𝑊𝑒𝑖𝑔ℎ𝑡 3. 5
Where A is the surface area of the metal and t is the duration of immersion. The coupons were
weighed using the Adam Equipment® analytical balance.
3.7 PREPARATION OF TEST SOLUTIONS
Five different concentrations of the prepared plant inhibitor were dissolved in 50 ml of 2 M HCl.
Table 3.1 shows the inhibitor concentrations that were used.
Table 3.1: Concentration of plant inhibitor used.
Volume concentration in 50ml HCl
(v/v %)
Actual Volume of Plant Inhibitor used
(ml)
10 5
20 10
30 15
40 20
50 25
To investigate the possible increase in plant inhibitor efficiency, some amount of the plastic
inhibitor was added. Both inhibitors were combined at varying concentrations in 50 ml 2 M HCl.
The concentrations are given in Table 3.2.
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Table 3.2: Combination of plant and plastic inhibitors.
One steel coupon was immersed in each test solution and both weight loss and electrochemical
measurements were carried out simultaneously every 72 hours for a total of 21 days. All tests were
done at 24.5 oC.
3.8 CHARACTERIZATIONS
3.8.1 FTIR
The FTIR machine operates by using infra-red radiation to determine functional groups. The atoms
within each functional group have vibrating bonds existing between them [67]. Each bond vibrates
or oscillates at a specific frequency because the atoms and charges involved in each functional
group are different [67]. Due to these oscillations an electromagnetic field is produced. When
infra-red light encounters an oscillating electromagnetic field of the same frequency, the two
waves couple and infra-red light is absorbed. Therefore on a typical FTIR graph where
transmittance is on the y-axis and the wave number is on the x-axis, it can be seen that functional
groups that are clearly present in a particular sample have very low transmittance (0-35 %) since
they are being absorbed [67].
FTIR was used to determine the functional groups present in the TA and cassia leaves. It was also
used to determine the active compounds adsorbed onto the metal surface forming the protective
film.
3.8.2 PHYTOCHEMICAL SCREENING
Phytochemical screening was done to determine the heterocyclic compounds present in the cassia
leaves. About 15 g of the dried and pulverized leaves of Cassia siamea was extracted by cold
Amount of Plant Inhibitor (ml) Amount of Plastic inhibitor (mg)
0 25
5 20
10 15
15 10
20 5
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maceration with 100 ml of methanol with continuous agitation for 3 days. The extract was filtered,
and concentrated using a rotary vacuum evaporator to evaporate all of methanol in the extract to
obtain dark green crude of mass 5 g. The crude extract was then screened for the presence of
phytochemicals such as tannins, saponins, flavonoids and alkanoids.
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CHAPTER FOUR
RESULTS AND DISCUSSION
4.1 ELECTROCHEMICAL ANALYSIS
4.1.1 PLANT INHIBITOR
The CRs obtained from the electrochemical readings after 21 days of the steel coupons in HCl
with the plant inhibitor present, are given in AT1 (Appendix Tablea) and Figure 4.1.
Figure 4.1: Corrosion Rate vs. Time Graph (Plant). CR is seen to reduce with increasing
inhibitor concentrations.
It can be observed from Figure 4.1 that there are no corrosion rates for the blank test sample after
12 days. This is due to the fact that the steel coupon was dissolved by the acid after a 12 day period
while the coupons in the inhibited solutions remained intact for the maximum 21 days. It can also
be seen that the corrosion rate of the blank sample is very much higher compared to the inhibited
a All CR and IE% tables can be found in the appendix.
2
4
8
16
32
64
128
3 6 9 12 15 18 21 24
CO
RR
OSI
ON
RA
TE (
MM
/YR
)
DURATION (DAYS)
CORROSION RATE vrs TIME GRAPH (PLANT)
BLANK
10v/v%(5ml)
20v/v%(10ml)
30v/v%(15ml)
40v/v%(20ml)
50v/v%(25ml)
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samples. The increase in corrosion rate of the blank is also more rapid whereas the inhibited
samples show a more steady and gradual increase in corrosion rate. Comparing the inhibited
samples, the corrosion rate is seen to drop as the inhibitor concentration increases with 50 v/v%
giving the lowest corrosion rate.
The IE % is also seen to increase with increase in inhibitor concentration as shown in Figure 4.2.
Figure 4.2: IE% vs. Inhibitor Concentration Graph (Plant). IE% increases with increasing
inhibitor concentrations.
In Figure 4.3, analyzing the cathodic branches which are the branches on the left, it can clearly be
observed that the plant inhibitor affected the cathodic reaction more than the anodic reaction which
is represented by the branches to the right. The cathodic current of the blank specimen is seen to
be much higher compared to the inhibited specimens. 50 v/v% is also seen to exhibit the lowest
cathodic current. Since the inhibitor decreased the cathodic reactions more than the anodic it can
therefore be termed as a cathodic inhibitor. Another characteristic of cathodic inhibitors is the
shifting of the corrosion potential to more negative values which can also be observed on the graph
[4, 30].
94.40
94.9895.12
95.49
95.87
93.5
94
94.5
95
95.5
96
10 20 30 40 50
INH
IBIT
OR
EFF
ICIE
NC
Y (
I.E%
)
INHIBITOR CONCENTRATION (v/v%)
INHIBITOR EFFICIENCY VRS INHIBITOR CONCENTRATION (PLANT) AFTER 12 DAYS
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-0.55 -0.50 -0.45 -0.40 -0.35
1E-6
1E-5
1E-4
1E-3
0.01
Cu
rre
nt (L
og
i)
Potential (E)
blank
10v/v%
20v/v%
30v/v%
40v/v%
50v/v%
Figure 4.3: Plant Inhibitor Tafel Plots. Cathodic currents reduced more compared to the anodic
currents.
4.1.2 PLANT-PLASTIC INHIBITOR
The CRs from electrochemical measurements of the steel coupons after the TA was added to the
plant inhibitor are shown in Figure 4.4. It can be observed from the graph that from day 9 through
to day 18, adding 5 mg of plastic inhibitor (TA) to 20 ml of plant inhibitor actually causes it to
perform slightly better than 25 ml of solely plant inhibitor. Also, using solely 25 mg of TA reduces
the CR and the steel coupon does not dissolve as in the case of the blank test although it does not
perform as well as the combination of plant and TA. 20 ml/5 mg gave the lowest CR after 18 days.
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Figure 4.4: CR vs. Time Graph (Plant/Plastic). 20 ml/5 mg is seen to have the lowest CR from
day 9 to day 18.
In comparing the IE % of the inhibited solutions, 25 mg of TA gave the lowest efficiency while
adding 5 mg of TA to 20 ml of plant inhibitor gave the highest efficiency. This can be seen in
Figure 4.5.
2
4
8
16
32
64
128
3 6 9 12 15 18 21
CO
RR
OSI
ON
RA
TE (
MM
/YR
)
DURATION (DAYS)
CORROSION RATE vrs TIME GRAPH (PLANT/PLASTIC)
BLANK
25mg
5ml/20mg
10ml/15mg
15ml/10mg
20ml/5mg
25ml
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Figure 4.5: IE % vs. Inhibitor Concentration Graph (Plant/Plastic). 20 ml/5 mg is seen to have a
better efficiency than 25 ml.
When moving from 100 % plastic inhibitor (25 mg of TA) to 100 % plant inhibitor (25 ml of plant
inhibitor), the CR after 18 days reduces greatly in the region where the two inhibitors were
combined with 20 ml/5 mg giving the lowest rate as shown in Figure 4.6.
Figure 4.6: CR vs. Inhibitor Concentration Graph (Plant/Plastic). The CR reduced significantly
when both inhibitors were combined.
29.23
94.83 95.29 95.60 96.08 95.87
0
10
20
30
40
50
60
70
80
90
100
25mg 5ml/20mg 10ml/15mg 15ml/10mg 20ml/5mg 25ml
INH
IBIT
OR
EFF
ICIE
NC
Y (
I.E%
)
INHIBITOR CONCENTRATION
INHIBITOR EFFICIENCY VRS INHIBITOR CONCENTRATION (PLANT/PLASTIC) AFTER 12 DAYS
91.91
6.45 5.51 5.07 4.53 4.63
0
10
20
30
40
50
60
70
80
90
100
25mg 5ml/20mg 10ml/15mg 15ml/10mg 20ml/5mg 25ml
CO
RR
OSI
ON
RA
TE (
MM
/YR
)
INHIBITOR CONCENTRATION
CORROSION RATE vrs INHIBITOR CONCENTRATION (PLANT/PLASTIC) AFTER 18 DAYS
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The Tafel plots for the plant/plastic inhibitor are shown in Figure 4.7.
-0.55 -0.50 -0.45 -0.40 -0.35
1E-6
1E-5
1E-4
1E-3
0.01
Curr
ent
(Log
i)
Potential (E)
blank
25mg
5ml/20mg
10ml/15mg
15ml/10mg
20ml/5mg
25ml
Figure 4.7: Tafel plots for Plant/Plastic Inhibitor. Cathodic currents reduced more as compared
to anodic currents.
The Tafel plots of the plant/plastic inhibitor in Figure 4.7 similar to that of the plant inhibitor show
that the inhibitor acts as a cathodic type since it interferes with the cathodic current more. The
potentials also shift to become more negative.
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4.2 WEIGHT LOSS MEASUREMENTS
4.2.1 PLANT INHIBITOR
The initial weights of the steel coupons, their weights after reaction and their weight losses are
given in Tables 4.1-4.3.
Table 4.1: Initial weight of steel samples for plant inhibitor weight loss test.
INITIAL WEIGHT OF STEEL SAMPLES BEFORE REACTION (mg)
INHIBITOR CONCENTRATION WEIGHT (mg)
Blank 8898
10 v/v% 8896
20 v/v% 8898
30 v/v% 8899
40 v/v% 8895
50 v/v% 8898
Table 4.2: Final weight of steel samples for plant inhibitor weight loss test.
FINAL WEIGHT OF STEEL SAMPLES AFTER REACTION (mg)
DAY BLANK 10 v/v%
(5 ml)
20 v/v%
(10 ml)
30 v/v%
(15 ml)
40 v/v%
(20 ml)
50 v/v%
(25 ml)
3 8378 8856 8866 8874 8872 8880
6 7997 8803 8817 8821 8830 8837
9 7261 8763 8770 8779 8782 8789
12 6828 8746 8755 8760 8767 8778
15 6628 8719 8725 8735 8755 8771
18 6491 8712 8720 8729 8746 8769
21 6316 8699 8713 8722 8740 8766
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Table 4.3: Weight loss of steel samples after plant inhibitor test.
WEIGHT LOSS [mg] (%WL) OF STEEL SAMPLES AFTER REACTION
DAY BLANK 10 v/v%
(5 ml)
20 v/v%
(10 ml)
30 v/v%
(15 ml)
40 v/v%
(20 ml)
50 v/v%
(25 ml)
3 520
(5.84 %)
40
(0.45 %)
32
(0.36 %)
25
(0.28 %)
23
(0.26 %)
18
(0.20 %)
6 901
(10.13 %)
93
(1.05 %)
81
(0.91 %)
78
(0.88 %)
65
(0.73 %)
61
(0.69 %)
9 1637
(18.40 %)
133
(1.50 %)
128
(1.44 %)
120
(1.35 %)
113
(1.27 %)
109
(1.22 %)
12 2070
(23.26 %)
150
(1.69 %)
143
(1.61 %)
139
(1.56 %)
128
(1.44 %)
120
(1.35 %)
15 2270
(25.51 %)
177
(1.99 %)
173
(1.94 %)
164
(1.84 %)
140
(1.57 %)
127
(1.43 %)
18 2407
(27.05 %)
184
(2.07 %)
178
(2.00 %)
170
(1.91 %)
149
(1.68 %)
129
(1.45 %)
21 2582
(29.02 %)
197
(2.21 %)
185
(2.08 %)
177
(1.99 %)
155
(1.74 %)
132
(1.48 %)
The blank sample experienced higher weight losses whereas the inhibited samples had lower
weight losses with 50 v/v% showing the least amount of weight loss across the 21 day period as
shown in Table 4.3.
The weight loss against time graph is shown in Figure 4.8. It is worth noting that unlike the
electrochemical analysis, there were data points for the blank sample after 12 days because the
broken pieces could be weighed.
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Figure 4.8: Weight Loss vs. Time Graph (Plant). Less weight was lost as the inhibitor
concentrations increased
Figure 4.8 shows a reduction in weight loss with increasing inhibitor concentration though all
samples experienced higher weight losses as the duration increased. The increase in weight loss
was also more rapid in the blank sample compared to the inhibited samples.
15
30
60
120
240
480
960
1920
3 6 9 12 15 18 21
WEI
GH
T LO
SS (
mg)
DURATION (DAYS)
WEIGHT LOSS vrs TIME GRAPH (PLANT)
BLANK
10v/v%(5ml)
20v/v%(10ml)
30v/v%(15ml)
40v/v%(20ml)
50v/v%(25ml)
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The CR with respect to weight loss (Figure 4.9) also decreases with increasing inhibitor
concentration and therefore in agreement with the CRs obtained from the electrochemical
measurements. Using Equation 3.5 with A=12 cm2 and t = 21 days, the CRWL obtained were:
Figure 4.9: CRWL vs. Inhibitor Concentration Graph (Plant). The CRWL is seen to decrease with
increasing inhibitor concentrations.
From Figure 4.10, the IE % increases with increasing inhibitor concentration and again in
agreement with the IE % obtained from the electrochemical measurements.
10.25
0.78 0.730.70 0.62 0.52
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
1
CO
RR
OSI
ON
RA
TE (
mg
cm-2
day
-1)
INHIBITOR CONCENTRATION (v/v%)
CORROSION RATE vrs INHIBITOR CONCENTRATION (PLANT) AFTER 21 DAYS
Blank 10v/v% 20v/v% 30v/v% 40v/v% 50v/v%
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Figure 4.10: IE % vs. Inhibitor Concentration Graph with respect to Weight Loss (Plant). The
efficiency increased with increasing inhibitor concentrations.
4.2.2 PLANT/PLASTIC INHIBITOR
The initial weights of steel coupons that were used in the plant/plastic inhibitor weight loss test,
their weights after reaction and their weight losses are given in Tables 4.4-4.6.
Table 4.4: Initial weight of steel samples for plant/plastic inhibitor test.
INITIAL WEIGHT OF STEEL SAMPLES (mg)
INHIBITOR CONCENTRATION WEIGHT (mg)
Blank 8898
25 mg 8897
5 ml/20 mg 8897
10 ml/15 mg 8896
15 ml/10 mg 8898
20 ml/5 mg 8894
25 ml 8898
92.37
92.84
93.14
94.00
94.89
91
91.5
92
92.5
93
93.5
94
94.5
95
95.5
10v/v% 20v/v% 30v/v% 40v/v% 50v/v%
I.E%
INHIBITOR CONCENTRATION (v/v%)
INHIBITOR EFFICIENCY vrs INHIBITOR CONCENTRATION (PLANT) AFTER 21 DAYS
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Table 4.5: Final weight of steel samples after plant/plastic inhibitor test.
WEIGHT OF STEEL SAMPLES AFTER REACTION (mg)
DAY BLANK 25 mg 5 ml/20 mg 10 ml/15 mg 15 ml/10 mg 20 ml/5 mg 25 ml
3 8378 8617 8860 8868 8876 8874 8880
6 7997 8228 8810 8816 8828 8831 8837
9 7261 7587 8771 8772 8785 8787 8789
12 6828 7105 8752 8756 8768 8775 8778
15 6628 7028 8722 8732 8740 8766 8771
18 6491 6952 8717 8727 8732 8764 8769
21 6316 6753 8706 8717 8724 8755 8766
Table 4.6: Weight losses of steel samples after plant/plastic inhibitor test.
WEIGHT LOSS (%WL) OF STEEL SAMPLES AFTER REACTION (mg)
DAY BLANK 25 mg 5 ml/20 mg 10 ml/15 mg 15 ml/10 mg 20 ml/5 mg 25 ml
3 520
(5.84 %)
280
(3.15 %)
37
(0.42 %)
28
(0.31 %)
22
(0.25 %)
20
(0.22 %)
18
(0.20 %)
6 901
(10.13 %)
669
(7.52 %)
87
(0.98 %)
80
(0.90 %)
70
(0.79 %)
63
(0.71 %)
61
(0.69 %)
9 1637
(18.40 %)
1310
(14.72 %)
126
(1.42 %)
124
(1.40 %)
113
(1.27 %)
107
(1.20 %)
109
(1.22 %)
12 2070
(23.26 %)
1792
(20.14 %)
145
(1.63 %)
140
(1.57 %)
130
(1.46 %)
119
(1.34 %)
120
(1.35 %)
15 2270
(25.51 %)
1869
(21.01 %)
175
(1.97 %)
164
(1.84 %)
158
(1.78 %)
128
(1.44 %)
127
(1.43 %)
18 2407
(27.05 %)
1945
(21.86 %)
180
(2.02 %)
169
(1.90 %)
166
(1.87 %)
130
(1.46 %)
129
(1.45 %)
21 2582
(29.02 %)
2144
(24.10 %)
191
(2.15 %)
179
(2.01 %)
174
(1.96 %)
139
(1.56 %)
132
(1.48 %)
From Table 4.6 it can be seen that 20 ml/5 mg and 25 ml gave the least weight losses with 25 ml
performing marginally better (0.08 % less weight lost) than 20 ml/5 mg after 21 days. This is
shown in Figure 4.11.
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Figure 4.11: Weight Loss vs. Time Graph (Plant/Plastic). Combining both inhibitors performed
better than using only the terephthal amide.
In terms of CR 25 ml gave the lowest rate overall whereas 20 ml/5 mg gave the lowest rate amongst
the plant/plastic inhibitors as shown in Figure 4.12.
15
30
60
120
240
480
960
1920
3 6 9 12 15 18 21
WEI
GH
T LO
SS (
mg)
DURATION (DAYS)
WEIGHT LOSS vrs TIME GRAPH (PLANT/PLASTIC)
BLANK
25mg
5ml/20mg
10ml/15mg
15ml/10mg
20ml/5mg
25ml
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Figure 4.12: CRWL vs. Inhibitor Concentration Graph (Plant/Plastic). Combining both inhibitors
reduced the CRWL significantly.
25 ml gave the highest IE % overall with 20 ml/5 mg giving the highest IE % among the inhibitor
combinations. 25 mg gave the lowest IE % overall and 5 ml/20 mg gave the lowest IE % among
the inhibitor combinations as shown in Figure 4.13.
10.25
8.51
0.76 0.71 0.69 0.55 0.52
0
2
4
6
8
10
12
Blank 25mg 5ml/20mg 10ml/15mg 15ml/10mg 20ml/5mg 25ml
CO
RR
OSI
ON
RA
TE (
mg
cm-2
day
-1)
INHIBITOR CONCENTRATION
CORROSION RATE vrs INHIBITOR CONCENTRATION (PLANT/PLASTIC) AFTER 21 DAYS
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Figure 4.13: IE% vs. Inhibitor Concentration Graph with respect to Weight Loss (Plant/Plastic).
The efficiency increased when both inhibitors were combined.
4.3 PERFORMANCE COMPARISON OF PLANT INHIBITOR TO PLANT/PLASTIC
INHIBITOR
4.3.1 ELECTROCHEMICAL PERFORMANCE
Adding varying amounts of the plastic inhibitor to the plant inhibitor showed an improved
performance in terms of electrochemical CRs and efficiencies compared to using only the plant
inhibitor. For instance adding 20 mg of plastic inhibitor to 5 ml plant inhibitor reduces the CR and
improves the IE% further compared to using just 5 ml plant inhibitor. This pattern is seen to cut
across all the different inhibitor concentrations. These trends are displayed in Figures 4.14 and
4.15.
16.96
92.60 93.07 93.26 94.62 94.89
-5
5
15
25
35
45
55
65
75
85
95
25mg 5ml/20mg 10ml/15mg 15ml/10mg 20ml/5mg 25ml
I.E%
INHIBITOR CONCENTRATION
INHIBITOR EFFICIENCY vrs INHIBITOR CONCENTRATION (PLANT/PLASTIC) AFTER 21 DAYS
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Figure 4.14: Graph comparing Plant and Plant/Plastic CRs
Figure 4.15: Graph comparing Plant and Plant/Plastic IE%
6.94
6.015.67
4.88
6.45
5.515.07
4.53
0
1
2
3
4
5
6
7
8
CO
RR
OSI
ON
RA
TE (
MM
/YR
)
INHIBITOR CONCENTRATION
COMPARISON BETWEEN PLANT & PLANT/PLASTIC CORROSION RATES AFTER 18 DAYS
PLANT
PLANT/PLASTIC
5ml 5ml/20mg 10ml 10ml/15mg 15ml 15ml/10mg 20ml 20ml/5mg
94.40
94.9895.12
95.49
94.83
95.29
95.60
96.08
93.5
94
94.5
95
95.5
96
96.5
INH
IBIT
OR
EFF
ICIE
NC
Y (
I.E%
)
INHIBITOR CONCENTRATION
COMPARISON BETWEEN PLANT & PLANT/PLASTIC INHIBITOR EFFICIENCIES AFTER 12 DAYS
PLANT PLANT/PLASTIC
5ml 5ml/20mg 10ml 10ml/15mg 15ml 15ml/10mg 20ml 20ml/5mg
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4.3.2 WEIGHT LOSS PERFORMANCE
The plant/plastic inhibitor resulted in less weight loss compared to using only the plant inhibitor
(Figure 4.16). Similar to the electrochemical performance, the CRWL and IE% of the plant inhibitor
were improved by adding varying amounts of the plastic inhibitor (Figures 4.17 and 4.18).
Figure 4.16: Graph comparing Plant and Plant/Plastic Weight Losses
197
185177
155
191
179174
139
0
50
100
150
200
250
WEI
GH
T LO
SS (
mg)
INHIBITOR CONCENTRATION
COMPARISON BETWEEN PLANT & PLANT/PLASTIC WEIGHT LOSSES
PLANT
PLANT/PLASTIC
5ml 5ml/20mg 10ml 10ml/15mg 15ml 15ml/10mg 20ml 20ml/5mg
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Figure 4.17: Graph comparing Plant and Plant/Plastic CRWL
Figure 4.18: Graph comparing Plant and Plant/Plastic IE% with respect to Weight Loss
0.78
0.730.70
0.62
0.76
0.710.69
0.55
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
CO
RR
OSI
ON
RA
TE (
mg
cm-2
day
-1)
INHIBITOR CONCENTRATION
COMPARISON BETWEEN PLANT & PLANT/PLASTIC CORROSION RATES
PLANT
PLANT/PLASTIC
5ml 5ml/20mg 10ml 10ml/15mg 15ml 15ml/10mg 20ml 20ml/5mg
92.37
92.84
93.14
94.00
92.60
93.0793.26
94.62
91
91.5
92
92.5
93
93.5
94
94.5
95
I.E
%
INHIBITOR CONCENTRATION
COMPARISON BETWEEN PLANT & PLANT/PLASTIC INHIBITOR EFFICIENCIES
PLANT
PLANT/PLASTIC
5ml 5ml/20mg 10ml 10ml/15mg 15ml 15ml/10mg 20ml 20ml/5mg
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From Figure 4.19 it can be seen that the steel samples that were protected by the plant/plastic
inhibitor did not corrode as much as those protected by only the plant inhibitor.
Figure 4.19: Comparison of steel samples after corrosion using plant inhibitor and plant/plastic
inhibitor.
4.4 CHARACTERIZATIONS
4.4.1 PHYTOCHEMICAL SCREENING
Table 4.7 shows the presence of heterocyclic or aromatic compounds detected in the cassia leaves.
Table 4.7: Phytochemical screening results
Phytochemical Tests Methanol Extract of leaves
Dragendorff’s test for Alkaloids +
Test for Tannin +
Test for Saponins +
Test for Anthraquinone -
Test for Flavonoids +
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The tests conducted showed the presence of tannins, saponins, flavonoids and alkanoids in the
leaves.
4.4.2 FTIR
The infrared (IR) spectrum for the Cassia leaves is shown in Figure 4.20.
Figure 4.20: IR Spectrum for Cassia leaves
From Figure 4.20, the aromatic overtone region which is a weak grouping of peaks found in
aromatic systems can be observed between 1667 cm-1 and 2000 cm-1 [67]. Tannins, flavonoids,
saponins and alkanoids are all aromatic compounds and therefore can be attributed to this region.
Flavonoids in particular are ketone containing compounds which can be seen as a C=O stretch
occurring at 1728 cm-1 [67]. The presence of a secondary amine can be characterized by the N-H
stretch observed at 3283 cm-1 [67]. Alkanoids are sometimes considered as amines. The presence
of alkanes can also be characterized by the sp3 C-H stretch observed at 2849 cm-1 and 2918 cm-1
[67].
The IR spectrum for the TA is given in Figure 4.21:
3283, 95.51
2918, 94.32
2849, 95.39
2000, 99.05
1728, 96.52
1667, 97.32
94
95
96
97
98
99
100
40
00
39
04
38
08
37
12
36
16
35
20
34
24
33
28
32
32
31
36
30
40
29
44
28
48
27
52
26
56
25
60
24
64
23
68
22
72
21
76
20
80
19
84
18
88
17
92
16
96
16
00
15
04
14
08
13
12
12
16
11
20
10
24
92
88
32
73
66
40
54
4
TRA
NSM
ITTA
NC
E (%
T)
WAVE NUMBER (cm-1)
IR SPECTRUM FOR CASSIA LEAVES
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Figure 4.21: IR Spectrum of Terephthal Amide
In Figure 4.21, the presence of primary amide can be characterized by the N-H stretch at 3359
cm-1 and 3284 cm-1 occurring as a doublet and the C=O stretch at 1621 cm-1. Generally the C=O
stretch for amides occur from 1650-1700 cm-1 [67], but when they are conjugated with aromatic
C=C stretches which can be observed at 1553 cm-1, 1501 cm-1 and 1463 cm-1, the wave number of
the C=O stretch is reduced by 20-40 cm-1 [67], accounting for the C=O stretch occurring at 1621
cm-1.
The IR spectrum obtained for TA is comparable to that in literature which is shown in Figure 4.22:
3359, 87.18
3284, 81.28 1621, 81.06
1553, 83.02
1501, 87.41
1463, 91.56
81
83
85
87
89
91
93
95
97
99
40
00
38
95
37
90
36
85
35
80
34
75
33
70
32
65
31
60
30
55
29
50
28
45
27
40
26
35
25
30
24
25
23
20
22
15
21
10
20
05
19
00
17
95
16
90
15
85
14
80
13
75
12
70
11
65
10
60
95
58
50
74
56
40
53
5
TRA
NSM
ITTA
NC
E (%
T)
WAVE NUMBER (cm-1)
IR SPECTRUM OF TEREPHTHAL AMIDE
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Figure 4.22: IR Spectrum of TA obtained from literature [65].
4.5 INHIBITION MECHANISM AND IR SPECTRA OF PRODUCTS FORMED ON
METAL SURFACE.
The components of the plant inhibitor as seen in Table 4.7 and Figure 4.20 include tannins,
saponins, alkanoids and flavonoids. The polyphenolic fraction of tannin molecules react with ferric
ions to form a highly cross-linked passivating layer of ferric tannate which ensures effective
protection of the metal surface [5, 68]. Furthermore, alkanoids, tannins, saponins and flavonoids
are all aromatic compounds which are adsorbed through their electroactive sites where high
electron density is available [69]. Nitrogen, oxygen and sulphur are usually these sites where
adsorption occurs. Due to their high electron density and electron lone pairs they easily get
protonated giving the inhibitor a net positive charge [55]. It is therefore attracted to the metal
surface which is negatively charged due to its interaction with the chloride ions in HCl.
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The adsorption of the aromatic compounds onto the metal surface was verified using FTIR to
determine the active compounds in the corrosion products as shown in Figures 4.23 and 4.24.
Figure 4.23: IR Spectrum of product formed on the metal surface when the plant inhibitor was
used.
3361, 97.31
2000, 99.921667, 99.72
97.2
97.7
98.2
98.7
99.2
99.7
100.2
100.7
40
00
38
89
37
78
36
67
35
56
34
45
33
34
32
23
31
12
30
01
28
90
27
79
26
68
25
57
24
46
23
35
22
24
21
13
20
02
18
91
17
80
16
69
15
58
14
47
13
36
12
25
11
14
10
03
89
27
81
67
05
59
TRA
NSM
ITTA
NC
E (%
T)
WAVE NUMBER (cm-1)
IR SPECTRUM OF PRODUCT FORMED ON METAL SURFACE (PLANT INHIBITOR)
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Figure 4.24: IR Spectrum of product formed on the metal surface when the plant-plastic
inhibitor was used.
In Figure 4.23, the aromatic overtone at 1667-2000 cm-1 shows that aromatic compounds were
adsorbed. The formation of an N-H bond on the metal surface can also be observed at 3361 cm-1.
In Figure 4.24, the adsorption of a secondary amide onto the metal surface is evident as shown by
the N-H stretch at 3342 cm-1 and a C=O peak at 1624 cm-1. This could be as a result of delocalized
pi-electrons in the aromatic ring filling the vacant d-orbital of the iron thereby creating a pi-bond
with the iron [55]. The carbonyl group (C=O) found in the plastic inhibitor is also capable of
forming pi-bonds with iron and also accepting electrons from the d-orbitals to form feedback bonds
thereby creating more than one site for chemisorption on the metal surface [55].
Figure 4.25 shows the IR spectrum for the products formed on the unprotected metal surface:
3342, 78.17
1624, 94.4
78
83
88
93
98
40
00
38
92
37
84
36
76
35
68
34
60
33
52
32
44
31
36
30
28
29
20
28
12
27
04
25
96
24
88
23
80
22
72
21
64
20
56
19
48
18
40
17
32
16
24
15
16
14
08
13
00
11
92
10
84
97
68
68
76
06
52
54
4
TRA
NSM
ITTA
NC
E (%
T)
WAVE NUMBER (cm-1)
IR SPECTRUM OF PRODUCT FORMED ON METAL SURFACE (PLANT-PLASTIC INHIBITOR)
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Figure 4.25: IR Spectrum of product formed on the metal surface when no inhibitor was used.
For the product formed on the metal surface without any inhibitor protection, a broad O-H peak
can be observed at 3276 cm-1 in Figure 4.25. This characterizes the formation of an O-H group
which is most likely Fe(OH)3 (rust).
4.6 COMPARISON WITH ALREADY REPORTED RESEARCHES
Several researches have been done in the area of green inhibitors. Oguzie [5] researched on the
leaf extracts of Occimum Viridis as a CI for mild steel in 2 M HCl. He investigated the IE % using
a gasometric test. His highest inhibitor concentration, which was 50 v/v% gave the highest
efficiency of 71 % at a temperature of 30 oC after about an hour. That is considerably lower
compared to the efficiencies of 95.87 % (electrochemical test after 12 days) and 94.89 % (weight
loss test after 21 days) obtained for the plant inhibitor in this research. He also reported on adding
potassium iodide to 10 v/v%. This additive greatly increased the IE % from 66.89 % to 91.56 %.
In this research adding the TA to 10 v/v% plant inhibitor did not cause a huge increase in its
3276, 32.4
30
40
50
60
70
804
00
03
89
23
78
43
67
63
56
83
46
03
35
23
24
43
13
63
02
82
92
02
81
22
70
42
59
62
48
82
38
02
27
22
16
42
05
61
94
81
84
01
73
21
62
41
51
61
40
81
30
01
19
21
08
49
76
86
87
60
65
25
44
TRA
NSM
ITTA
NC
E (%
T)
WAVE NUMBER (cm-1)
IR SPECTRUM OF PRODUCT FORMED ON METAL SURFACE (BLANK)
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efficiency. That is, it only increased from 94.40 % to 94.83 % for the electrochemical test and
92.37 % to 92.60 % for the weight loss test. In spite of this, the efficiency was still higher in this
work.
Okafor et al. [7] reported on the inhibitory effect of extracts from Phyllanthus Amarus leaves on
mild steel in 2 M HCl. From their weight loss test, the highest inhibitor concentration of 4 g/L (100
v/v%) gave the highest efficiency of 94.1 % after 5 days at a temperature of 30 oC. This is quite
similar to the highest efficiency of 94.89 % (50 v/v% after 21 days) that was obtained from the
weight loss test conducted in this work.
Kalaiselvi et al. [9] also used Artemisia Pallens as a CI for mild steel in 4 M HCl. They obtained
their highest IE % to be 93 % at an inhibitor concentration of 1.5 g/L after 24 hours using weight
loss measurements. This is also quite similar to the efficiency of 94.89 % obtained from this
research.
El-Hameed [57] depolymerized PET and used the terephthal amide obtained as by-product as a CI
for mild steel in 1 M HCl. From his electrochemical tests performed at 25 oC, he obtained his
highest IE % to be 94.7 % at an inhibitor concentration of 200 ppm after 7 days. He also obtained
an efficiency of 93.5 % from his weight loss test. Using the TA solely did not perform so well in
this work with efficiencies of 29.23 % and 16.96 % being obtained from electrochemical and
weight loss tests respectively.
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CHAPTER FIVE
CONCLUSION AND RECOMMENDATIONS
5.1 CONCLUSION
Extracts from Cassia Siamea leaves and Terephthal amide from waste PET bottles proved to be
good green corrosion inhibitors for mild steel in HCl solution. The efficiency of the plant inhibitor
increased with increasing inhibitor concentrations and acted as a cathodic inhibitor per the Tafel
plots obtained through electrochemical readings. Addition of TA to the plant inhibitor showed an
improved performance compared to using only the plant inhibitor and this was seen in both
electrochemical and weight loss measurements. Not only did this improvement show in reduced
CRs and increased IE% but it also reflected in the amount of weight-loss being reduced. The
combination of the plant/plastic inhibitor also acted as a cathodic inhibitor.
The inhibition was most likely as a result of a protective layer being formed due to the adsorption
of aromatic compounds such as tannins, flavonoids, saponins and alkanoids onto the metal surface.
An IR spectra showed the presence of such compounds in the corrosion product. The carbonyl
groups and aromatic rings in the TA also provided more sites for adsorption.
Based on the research objectives, the following major findings were made:
1. Extracts from the Cassia Siamea leaves displayed inhibitive properties by reducing the
CR of mild steel in 2M HCl. Electrochemical analysis showed a reduction in CR with
increasing inhibitor concentration. 50 v/v% gave the lowest rate of 5.12 mm/yr after 21
days, with an IE % of 95.87 %, while 10 v/v% gave the highest rate of 7.42 mm/yr after
21 days, with an IE % of 94.40 %. The blank sample did not last the 21 days and was
dissolved in the acid after 12 days. It had a CR of 95.77 mm/yr on the 12th day.
2. In terms of weight loss measurements, the plant inhibitor caused a reduction in weight
loss with increasing concentration. 50 v/v% caused the least weight loss of 1.48 %WL
while 10 v/v % caused the highest weight loss of 2.21 %WL, both after 21 days. The
blank sample had a weight loss of 29.02 %WL after 21 days. The CRWL also reduced
with increasing concentration, with 50 v/v% giving the lowest rate of 0.52 mg/cm2/day
and 10 v/v% giving the highest rate of 0.78 mg/cm2/day. The blank sample gave a rate
of 10.25 mg/cm2/day.
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3. Adding the TA to the plant inhibitor showed an improvement in performance. For
instance, using solely 20ml (40 v/v%) of plant inhibitor gave a CR and CRWL of 4.88
mm/yr and 0.62 mg/cm2/day respectively. Adding 5 mg of TA to the 20 ml plant
inhibitor caused the CR and CRWL to drop to 4.53 mm/yr and 0.55 mg/cm2/day
respectively.
4. The Tafel plots obtained showed that both plant and plant/plastic inhibitors reduced the
cathodic current more and are therefore cathodic-type inhibitors.
5. The inhibition mechanism was as a result of, but not limited to the adsorption of aromatic
compounds such as tannins, flavonoids and saponins on to the metal surface to form a
protective layer. This was verified using FTIR.
5.2 RECOMMENDATIONS
Further research can be done by trying out different inhibitor concentrations and combinations to
see if the efficiencies can be further improved. The inhibitors can also be applied on other metals
and different corrosive environments to test its versatility.
Further characterizations can be done to determine the possibility of other compounds aiding in
inhibition and also to determine how the inhibitor affects the surface structures. Tests can also be
carried out at different temperatures if possible.
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APPENDIX
A1. Calculation of the volume of concentrated HCl used:
Density of 35.4 % HCl = 1.2 kg/L
Molecular Weight of 35.4 % HCl = 36.46 g/mol or 0.03646 kg/mol
Conversion from % concentration to kg/L concentration: 35.4
100× 1.2 = 0.4248 𝑘𝑔/𝑙
Conversion from kg/L to molar concentration: 0.4248/0.03646 = 11.65 M
Using the dilution equation, 𝑀1𝑉1 = 𝑀2𝑉2
Where M1 – Molar concentration of HCl, M2 – Molar concentration of final solution, V1 – Volume
of concentrated HCl, V2 – Volume of final solution
11.65𝑉1 = 2 𝑀 𝑥 1000 𝑚𝑙
𝑉1 = 2000/11.65
𝑉1 = 171.67 𝑚𝑙 ~ 𝟏𝟕𝟐 𝒎𝒍
AT1: CRs obtained from electrochemical readings (plant inhibitor)
CORROSION RATE (MM/YR)
INHIBITOR CONCENTRATION
DAY BLANK 10 v/v %
(5 ml)
20 v/v %
(10 ml)
30 v/v %
(15 ml)
40 v/v %
(20 ml)
50 v/v %
(25 ml)
3 51.19 3.74 3.16 2.94 2.88 2.47
6 64.47 3.98 3.52 3.43 3.08 2.89
9 89.21 4.60 4.38 4.04 3.86 3.55
12 95.77 5.36 4.80 4.68 4.32 3.96
15 - 6.23 5.75 5.26 4.52 4.27
18 - 6.94 6.00 5.67 4.88 4.63
21 - 7.42 6.59 5.88 5.59 5.12
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AT1: IE% after 12 days
AT2: CRs for Plant-Plastic Inhibitor.
CORROSION RATE (MM/YR)
INHIBITOR CONCENTRATION
DAY BLANK 25 mg 5 ml/20 mg 10 ml/15 mg 15 ml/10 mg 20 ml/5 mg 25 ml
3 51.19 20.61 3.50 2.86 2.79 2.55 2.47
6 64.47 45.24 3.69 3.47 3.23 2.96 2.89
9 89.21 58.80 4.37 4.11 3.53 3.31 3.55
12 95.77 67.77 4.95 4.51 4.21 3.75 3.96
15 - 80.28 5.85 5.22 4.75 4.25 4.27
18 - 91.91 6.45 5.51 5.07 4.53 4.63
AT3: Plant/Plastic inhibitor IE% after 12 days
INHIBITOR EFFICIENCY AFTER 12 DAYS
INHIBITOR CONCENTRATION INHIBITOR EFFICIENCY (IE %)
25 mg 29.23
5 ml/20 mg 94.83
10 ml/15 mg 95.29
15 ml/10 mg 95.60
20 ml/5 mg 96.08
25 ml 95.87
INHIBITOR EFFICIENCY AFTER 12 DAYS
INHIBITOR CONCENTRATION (v/v %) INHIBITOR EFFICIENCY (IE %)
10 94.40
20 94.98
30 95.12
40 95.49
50 95.87
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AT5: CR with respect to weight loss (plant inhibitor)
CORROSION RATE AFTER 21 DAYS
INHIBITOR CONCENTRATION CORROSION RATE (mg cm-2 day-1)
Blank 10.25
10 v/v% 0.78
20 v/v% 0.73
30 v/v% 0.70
40 v/v% 0.62
50 v/v% 0.52
AT6: IE% with respect to weight loss (Plant)
INHIBITOR EFFICIENCY AFTER 21 DAYS
INHIBITOR CONCENTRATION IE%
10 v/v% 92.37
20 v/v% 92.84
30 v/v% 93.14
40 v/v% 94.00
50 v/v% 94.89
AT7: CR with respect to weight loss (plant/plastic inhibitor)
CORROSION RATE AFTER 21 DAYS
INHIBITOR CONCENTRATION CORROSION RATE (mg cm-2 day-1)
Blank 10.25
25 mg 8.51
5 ml/20 mg 0.76
10 ml/15 mg 0.71
15 ml/10 mg 0.69
20 ml/5 mg 0.55
25 ml 0.52
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AT8: IE% with respect to weight loss (plant/plastic)
INHIBITOR EFFICIENCY (IE %) AFTER 21 DAYS
INHIBITOR CONCENTRATION IE %
25 mg 16.96
5 ml/20 mg 92.60
10 ml/15 mg 93.07
15 ml/10 mg 93.26
20 ml/5 mg 94.62
25 ml 94.89
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