Chapter2

17
Materials Chapter 2

Transcript of Chapter2

Page 1: Chapter2

Materials

Chapter 2

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Reinforced Concrete

• Concrete

– Cement

– Aggregate

• Coarse

• Fine

– Water

– Admixture

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Cement

• Ordinary Portland Cement- Type I

• CaO-Limestone

• SiO2 Al2O3 -Clay or shale

• Ground, blended and fused to clinker in kiln

• Gypsum is added

• Comes in bag of 50kg

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Cement

• Water-cement ratio- 0.4 to 0.6

• High strength concrete- as low as 0.21

• Hydration process- calcium silicate Hydrate

• Heat of hydration

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Aggregate

• 65 to 75% volume

• Coarse aggregate- stone chips, brick chips, gravel

• Fine aggregate- sand

• Concrete unit weight -140 to 152 pcf, 145pcf

• Lightweight aggregate-shale, slate, slags, brick chips

• Heavy weight aggregate

• Recycled concrete

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• Proportioning and mixing

• Conveying, Placing, compacting and curing

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Quality Control

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Admixtures

• To improve concrete performance

• Air-entraining

• Accelerating

• Set Retarding

• Plasticizer, super plasticizers

• Viscosity modifying-self compacting

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Properties in Compression

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Poisson’s ratio 0.15 to 0.20

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Creep

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Properties in tension

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High strength concrete

• 8 to 20 ksi or higher

• High performance concrete

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ReinforcementStrong Bond-no slip

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Reinforcing Bars

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Stress strain curves

TMT bars

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Prestressing steel