3. Cracking and Shrinkage Flashcards

1
Q

When does cracking occur? (3)

A

Movements eg temp change
Expansion of materials embedded in concrete
Externally imposed conditions eg loads

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2
Q

Factors for cracking (2)

A

Restrain method
Creep (can be beneficial in reducing crack formation)

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3
Q

What is plastic settlement?

A

Build up of tensile stresses due to natural settlement of fresh concrete

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4
Q

Characteristics of plastic settlement (3)

A

Cracks over reinforcement
Crack in narrow columns
Cracks at change of depth

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5
Q

Prevention of plastic settlement - prior

A

Reduce bleeding and settlement through cohesiveness
By introducing fines

Reduce restraint - rebars and cover

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6
Q

Prevention of plastic settlement during construction

A

Revibration - provided still in plastic state.

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7
Q

What is plastic shrinkage

A

Net reduction in volume due to rapid drying

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8
Q

When does plastic shrinkage occur? (4)

A

Concrete bleeding rate > environment evaporation rate
Rate of evaporation > 1kgm2/h
Early framework removal
Autogenous shrinkage - water reacts with cement - reduction in volume

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9
Q

How to reduce plastic shrinkage - mix design (2)

A

Avoid retarding admixtures
Fines reduce bleeding

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10
Q

How to reduce plastic shrinkage - curing

A

Moisture reduces evaporation
Curing membranes 2hrs after placing (when tensile capacity is at maximum)

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11
Q

What is early thermal contraction? (2)

A

Rate of heat development is greater than heat loss - expansion
Rate of heat development is less than heat loss - contraction

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12
Q

When does early thermal contraction occur? (3)

A

Concrete cast on previously hardened concrete
Large elements - temp gradient
Varying temp conditions

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13
Q

Factors contributing to early thermal contraction? (5)

A

Initial temp of materials
Amb temp
Formwork shrinking time
Admixtures
Cement type/content

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14
Q

How to reduce early thermal contraction? (5)

A

Sizer of pour
Distribution of reinforcing steel
Section thickness
Aggregate/cement type
Avoid cold joints

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15
Q

What is drying shrinkage?

A

Shrinkage due to loss of water due to exposure to unsaturated air

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16
Q

Factors contributing to drying shrinkage (5)

A

Constituent materials - aggregates shrink, fines increase shrinkage
Mix design - proportional to W/C ratio
Environmental conditions
Curing - longer = more chemical bonds locking water in, increase in microstructure
Element size - less S/A to vol ratio

17
Q

How to reduce drying shrinkage (5)

A

Increase aggregate size and content
Low workability concrete and low water content
Adequate curing
Movement joints
Crack control through steel distribution

18
Q

What does fire damage cause? (3)

A

Removes water
Alteration of cement paste - removal of hydration produce
Alteration to aggregate & steel