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Concrete Compression Analysis By Anthony Avilla, Michael Sullivan, and Jeremy Brickman ENGR 45, SRJC 12/5/05

Concrete Compression Analysis By Anthony Avilla, Michael Sullivan, and Jeremy Brickman ENGR 45, SRJC 12/5/05

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Page 1: Concrete Compression Analysis By Anthony Avilla, Michael Sullivan, and Jeremy Brickman ENGR 45, SRJC 12/5/05

Concrete Compression Analysis

ByAnthony Avilla, Michael Sullivan, and Jeremy Brickman

ENGR 45, SRJC12/5/05

Page 2: Concrete Compression Analysis By Anthony Avilla, Michael Sullivan, and Jeremy Brickman ENGR 45, SRJC 12/5/05

What is Concrete Exactly?• Concrete is a composite building material made from the combination of aggregate and cement

binder.

• The most common form of concrete is Portland cement concrete, which consists of mineral aggregate (generally gravel and sand), Portland cement and water.

• The two major components of concrete are a cement paste and inert materials.

• The cement paste consists of portland cement, water, and some air either in the form of naturally entrapped air voids or minute, intentionally entrained air bubbles.

• The inert materials are usually composed of fine aggregate, which is a material such as sand, and coarse aggregate, which is a material such as gravel, crushed stone, or slag.

• In general, fine aggregate particles are smaller than 6.4 mm (.25 in) in size, and coarse aggregate particles are larger than 6.4 mm (.25 in). Depending on the thickness of the structure to be built, the size of coarse aggregate particles used can vary widely. In building relatively thin sections, a small size of coarse aggregate, with particles about 6.4 mm (.25 in) in size, is used. At the other extreme, aggregates up to 15 cm (6 in) or more in diameter are used in large dams. In general, the maximum size of coarse aggregates should not be larger than one-fifth of the narrowest dimensions of the concrete member in which it is used.

Page 3: Concrete Compression Analysis By Anthony Avilla, Michael Sullivan, and Jeremy Brickman ENGR 45, SRJC 12/5/05

History• The Assyrians and Babylonians used clay as cement.

• The Egyptians used lime and gypsum cement.

• The Roman Empire, cements made from pozzolanic ash/pozzolana and an aggregate made from pumice were used to make a concrete very similar to modern portland cement concrete.

• In 1756, British engineer John Smeaton pioneered the use of portland cement in concrete, using pebbles and powdered brick as aggregate.

• In modern day mixtures use of recycled/reused materials for concrete ingredients.

Page 4: Concrete Compression Analysis By Anthony Avilla, Michael Sullivan, and Jeremy Brickman ENGR 45, SRJC 12/5/05

Mechanics• Concrete does not solidify because water evaporates, but rather cement

hydrates, gluing the other components together and eventually creating a stone-like material.

• During hydration and hardening, concrete needs to develop certain physical and chemical properties, among others, mechanical strength, low permeability to ingress of moisture, and chemical and volume stability.

• The ultimate strength of concrete is related to water/cement ratio and the size, shape, and strength of the aggregate used. Concrete with lower water/cement ratio (down to 0.35) makes a stronger concrete than a higher ratio. Concrete made with smooth pebbles is weaker than that made with rough-surfaced broken rock pieces for example.

Page 5: Concrete Compression Analysis By Anthony Avilla, Michael Sullivan, and Jeremy Brickman ENGR 45, SRJC 12/5/05

Properties• Composite

• When set, has high compressive strength, low tensile strength

• Brittle

• Withstands high temperatures

• Behaves as a ceramic

Page 6: Concrete Compression Analysis By Anthony Avilla, Michael Sullivan, and Jeremy Brickman ENGR 45, SRJC 12/5/05

PropertiesQUIKRETE® Fast-Setting Concrete #1004-50

QUIKRETE® 5000 High Early Strength ConcreteMix #1007

Mix meets or exceeds the strength requirements of ASTM C387. It will achieve a compressive strength of 2500 psi (17.3 MPa) at 7 days and 4000 psi (27.6 MPa) at 28 days when tested in accordance with applicable standards.

QUIKRETE® Concrete Mix #1101 (Ready-To-Use)

QUIKRETE® Fiber-Reinforced Concrete Mix #l006-60

Page 7: Concrete Compression Analysis By Anthony Avilla, Michael Sullivan, and Jeremy Brickman ENGR 45, SRJC 12/5/05

Chemistry of Cement

• H = H2O

• C3S = 3CaO.SiO2

• C2S = 2CaO.SiO2

• C3A = 3CaO.Al2O3

• Cs = CaSO4

• Ch = Ca(OH)2

• C4AF = 4CaO.Al2O3.Fe2O3

• 2C3S + 6H 3Ch + C3S2H3

• 2C2S + 4H Ch + C3S2H3

• C3A + 10H + CsH2 C3ACSH12

• C3A + 12H + Ch C3AChH12

• C4AF + 10H + 2Ch C6AFH12

Chemical Reactions

Chemical Composition

Constituents and Nomenclature

Page 8: Concrete Compression Analysis By Anthony Avilla, Michael Sullivan, and Jeremy Brickman ENGR 45, SRJC 12/5/05

Application of Concrete• Pavements• Building structures• Foundations• Motorways/roads• Overpasses• Dams• Parking structures• Bases for gates/fences/poles• Cementing bricks or blocks in walls • Any structure requiring high compressive strength and durability• Can be used for structures demanding high temperature performance• Although brittle, when cast around rebar, can be used in structures requiring

ductility or moderate tensile demands

Page 9: Concrete Compression Analysis By Anthony Avilla, Michael Sullivan, and Jeremy Brickman ENGR 45, SRJC 12/5/05

Project Materials

Page 10: Concrete Compression Analysis By Anthony Avilla, Michael Sullivan, and Jeremy Brickman ENGR 45, SRJC 12/5/05

What We Did!• Cut PVC pipe into 9 in. segments• Squared off bottom end of each segment• Determined directed ratio of water to concrete (by volume)• For each product of concrete, we mixed samples containing varying quantities

of water (at directed ratio, 15% higher, and 15% lower)• Poured samples into PVC casts• Allowed samples to set for five days• Removed PVC casts• Applied compression tests• Obtained and analyzed data

Page 11: Concrete Compression Analysis By Anthony Avilla, Michael Sullivan, and Jeremy Brickman ENGR 45, SRJC 12/5/05

Compression Test

This is the apparatus that we used to test our concrete samples for our compression analysis

Page 12: Concrete Compression Analysis By Anthony Avilla, Michael Sullivan, and Jeremy Brickman ENGR 45, SRJC 12/5/05

0

100

200

300

400

500

600

700

800

Co

mp

res

sio

n (

ps

i)

Ready toUse

High EarlyStrength

FiberReinforced

FastSetting

Compression Strength Relative to Water Concetration

15% More

Ideal

15% Less

Our “ideal” water concentration samples should have theoretically had the greatest compression, but since they did not, we should have added more water (such as 15% more) or until visually satisfying. Therefore giving the

“ideal” concentration the highest compression and the 15% more and 15% less, a lower compression result. Some of our samples had so little water that they just crumbled under compression and gave no data reading.

Page 13: Concrete Compression Analysis By Anthony Avilla, Michael Sullivan, and Jeremy Brickman ENGR 45, SRJC 12/5/05

Project Pictures

Strongest Weakest

Page 14: Concrete Compression Analysis By Anthony Avilla, Michael Sullivan, and Jeremy Brickman ENGR 45, SRJC 12/5/05

ReferencesShackelford, James F. Introduction to Materials Science for Engineers, 6 th Ed. Upper Saddle

River, New Jersey: Pearson Prentice Hall, 2005. (Pages 500 – 543)

http://en.wikipedia.org/wiki/Concrete

http://en.wikipedia.org/wiki/John_Smeaton

http://en.wikipedia.org/wiki/Portland_cement

http://www.quikrete.com

http://www.cement.org

http://www.concretenetwork.com

http://www.concrete.org.uk

http://encarta.msn.com/encyclopedia_761558777/Concrete_(construction).html