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1
MODELINGMODELING OFOF SURFACE PROPERTIES SURFACE PROPERTIES
OFOF METALLURGICAL METALLURGICAL SOLUTIONS:SOLUTIONS: STEELS, STEELS,
SLAGS SLAGS ANDAND STEEL-SLAG STEEL-SLAG SYSTEMS SYSTEMS
Jerzy Iwanciw, Krzysztof Pytel, Elżbieta Kawecka-Cebula, Magdalena Kostołowska Faculty of Metals Faculty of Metals EngEngineeringineering & Industrial Comp& Industrial Comp.. Science,Science,
AGH University of AGH University of Science and Technology Science and Technology at Krakowat Krakow
2
Importance of Surface Properties in Iron Metallurgy Phenomena
• Removal of inclusions from molten metal • Slag spreading on metal (work of adhesion)• Filtration of metals (work of adhesion)• Slag penetration into refractory
(capillary effect)• Welding pool shape (Marangoni effect)• CCS mould meniscus shape
(Marangoni effect)• ...
3
Scattering of the base data – pure Fe
• effect of neglecting the small amount of surface active elements:
Ref.: T. Utigard: ISIJ International, Vol. 34 (1994), No. 12, pp. 951-959, Surface and Interfacial Tensions of Iron Based Systems
The surface tension of pure Fe seems to rise from year to year
4
The Aim of the Study
• Elaboration of a models for prediction of the surface properties of metallurgical solutions like :
- steels, - slags ,- steel/slag interfaces
for broad range of chemical compositions of the phases and temperatures
• Model representations for metallurgical calculations as a function:
= f(X1 ... Xi, T) or = f(%1 ... %i, T)
5
Liquid-Gas Surface Tension Models• Linear and polynomial models
• Excess models for surface non-active components:
• Calphad and Redlich-Kister model (excess property expansion)
• Thermodynamic Szyszkowski’s (Pelton’s) models for surface active components:
• Butler’s model:
]1ln[)( iiii
mFe aKRTTTA
bk
sk
kbk
sk
kk S
RT
x
x
S
RT
lnln
)()lnln(0
00BAi
n
iBABBAABBAA
Ex xxLxxxxxxRTxx
6
Liquid-Liquid Interfacial Tension Models
• Linear and polynomial models
• Calphad and Redlich-Kistler model
• Excess model
• Szyszkowski’s model
• Butler’s model
• Girifalco-Good’s model
where: = f(X1...Xi, T)
Similar to the surface tension
2/1/ )(2 smsmsm
7
Elaborated tools
• Databases with browsing and sorting facilities based on MS Excel 2000 worksheets
• Program for multi-variable correlations (up to 600 variables), easy creating of new complex variables and eliminating the uneffective ones
• Program for simulation of the equilibrium between melt and slag
• Program for visualisation of surface properties
8
Program for multi-variable correlation Adding (creating) new variables (x1x2,...)
Variable elimination
Data import from *.csv file
Start of correlation
Reading data from database
Model coefficients
Model comparison
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Program for metal-slag equlibrium simulation (using M-S-G simulator)
10
Configuration of Program for Visualisation of Steel Surface Tension
11
Formulae for the iron solutions confining ferritic steels,
austenitic steels and cast irons
• Model sensitive to all components (influence on S, O, C activity coefficients) - st. dev = 55 mN/m :
• Simplified model for practical use - st. dev = 55 mN/m :
])[%)5.731000
exp(1ln(0007096.0])[%)4.1949500
exp(1ln(011306.0
])[%)2.726300
exp(1ln(])[%006035.005918.0(43.07.2674]/[
CT
TOT
T
ST
TCTmmN
])1046000
exp(1ln[0121.0])1950000
exp(1ln[0165.0
])25.719800
exp(1ln[])[%004895.007236.0(43.02699)/(
CO
S
aT
TaT
T
aT
TCTmmN
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Simplified Surface Tension Model for ferritic steels, austenitic steels
and cast irons• Database range
Model fitting the data over all database
600
800
1000
1200
1400
1600
1800
2000
600 800 1000 1200 1400 1600 1800 2000
Experimental surface tension, mN/m
Mo
de
l su
rfa
ce t
en
sio
n,
mN
/mreference line
cast irons (0-0.5%S)
Fe-C (0.06%S)
Fe-C (1.1%Si)
cast iron (0.02-0.2%S)
ferritic & austenitic steels
Fe pure
Number of points = 351 St. Dev. = 54.9 mN/mr^2 = 0.9672
Database for Fe-base melts
600
800
1000
1200
1400
1600
1800
2000
1500 1700 1900 2100 2300
Temperature, K
Su
rfa
ce t
en
sio
n,
mN
/m
experimental
model
austenitic & ferrituic steels
Fe-C (0.06%S)cast irons
Fe pure
• Model fitting
13
Visualisation of Liquid Steel Surface Tension
• Surface tension of RSt37 grade at 1510 °C
• d /dT dependence of RSt37 grade at 1510 °C
14
Optimal Slag Surface Tension Model
i Al2O3 CaO FeO MgO MnO Na2O P2O5 SiO2 TiO2 CaF2Sigma0 768.4 614.9 -199.2 298 1147.9 433.3 80.8 446.9 482.3 -883.7dSig/dT -0.056 0.012 0.457 0.1158 -0.2777 -0.0814 -0.038 -0.0944 -0.0546 0.691
j \ i Al2O3 CaO FeO MgO MnO Na2O P2O5 SiO2 TiO2 CaF2Al2O3 -619.2 332.7 -726.7 -784.68 -1211.33 3.25E+10 63.246 -1495.46 -665.545CaO -243.1 784.07 -2500.9 -191.407 -25899.6 4.081 -869838 -569.458FeO -868 -170.15 -2029.73 -3233.78 -166.89 -152.46 -523.607MgO -4142.2 -30.9893 1.09E+10 481.56 -5.60E+08 913.82MnO -17214.5 208476.5 -288.022 -272.456 10977.1Na2O 1.29E+11 1694.93 1.23E+09 -3834.77P2O5 17040.95 6.80E+08SiO2 -65.7082 -961.592TiO2 -6.80E+08CaF2
Parameters ai,j
i ij
jijiiii
oi XXXdTTd ,)/(
where: – the surface tension of the slag, mN/m, i
0 – the extrapolated surface tension of “i” component at 00K, di/dT – the temperature coefficient of the surface tension of „i” component, i,j
– the interaction parameters, T – temperature in K, Xi, Xj – the mole fractions of the slag components.
A fragment of the model coefficients
matrix
( 10 main components,
st. dev. = 33mN/m)
15
Visualisation of Slag Surface Tension
• CaO-Al2O3-SiO2 system • CCS mould slag
16
Metal-Slag Interfacial Tension Models (I)
• Linear model (31 variables):st. dev. = 134 mN/m
• Girifalco-Good type:st. dev. =170 mN/m
2 s 1/2 = 585.06 ‑ 0.30335
T[K] + 0.2122 %FeO + 143.0415 %Fe2O3 + 53.6515 %Cr2O3 ‑ 3.8361 %TiO2
For slags without Fe2O3, Cr2O3 and
TiO2 :
= 0.7167+0.003927 %FeO
= ~ 0.7167 + 0.3537 XFeO
Interfacial tension between metal and slag
y = 0.7402x + 228.13
R2 = 0.7402st.dev = 134 mN/m
y = 0.595x + 357.92
R2 = 0.559st.dev = 170 mN/m
0
200
400
600
800
1000
1200
1400
1600
1800
2000
0 400 800 1200 1600 2000
Experimental interfacial tension, mN/m
Mod
el in
terfa
cial
tens
ion,
mN/
msig_MS model: lin-31v
sig_MS model = sig_M-sig_M 0̂.5
Linear (sig_MS model: lin-31v)
Linear (sig_M-sig_M 0̂.5)
Database: 755 exp. points, variables: - 13 metal comp., - 17 slag comp., - temperature.
17
Metal-Slag Interfacial Tension Models (II)
• Excess model (755 exp. points, 243 variables):st. dev. = 84 mN/m
(after equilibration of metal-slag data)
y = 0.9276x + 68.056
R2 = 0.9276
0
300
600
900
1200
1500
1800
0 300 600 900 1200 1500 1800
Experimental interfacial tension, mN/m
Mo
del
inte
rfac
ial t
ensi
on
, mN
/m
model 243 variables
trend line
18
Conclusions• The surface tension of the iron solutions (steels) and metal-slag
interfacial tension is affected mainly and non-linearly by such intensive surfactants like oxygen and sulphur.
• When the oxygen content is below 5 ppm, the sulphur dominantly determines the surface tension quantity.
• As to the slag solutions it was found that - for pure oxides - the highest surface tension levels exhibit the alkali oxides like CaO, MgO, MnO, FeO and Cr2O3 .
• The interfacial tension for metal/slag systems is predominantly set by the metal phase while the effect of the slag phase is secondary.
• Further progress in modeling of the surface properties for metallurgical systems depends to much extent on a supply of new, more precise experimental surface and interfacial tensions data to fill the lacking gaps.
19
Thank you for
your attention
The study was sponsored by KBN Grant No 3 T08B 023 28