ACI 207.2 : 1990
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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EFFECT OF RESTRAINT, VOLUME CHANGE, AND REINFORCEMENT ON CRACKING OF MASSIVE CONCRETE
23-07-2013
12-01-2013
Chapter 1 Introduction
1.1 Scope
1.2 Definition
1.3 Approaches to control of cracking
Chapter 2 Volume change
2.1 Heat generation
2.2 Moisture contents and drying shrinkage
2.3 Ambient, placement, and minimum service temperatures
2.4 Placement temperature
2.5 Minimum temperature in service
2.6 Heat dissipation and cooling
2.7 Summary and examples
Chapter 3 Properties
3.1 General
3.2 Strength requirements
3.3 Tensile strength
3.4 Modulus of elasticity
3.5 Creep
3.6 Thermal properties of concrete
Chapter 4 Restraint
4.1 General
4.2 Continuous external restraint
4.3 Discontinuous external or end restraint
4.4 Internal restraint
Chapter 5 Crack widths
5.1 General
5.2 Limitations
5.3 Calculations
Chapter 6 Application
6.1 General
6.2 Volume change plus flexure
6.3 Volume change without flexure
6.4 Recommendation for minimum reinforcement
6.5 Design procedure
Chapter 7 References
7.1 Recommended references
7.2 Cited references
Appendix
Notation
Metric conversions
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