Table of Contents
Chapter 1--General
1.1--Scope
1.2--Nature of the problem
1.3--Definitions of terms
Chapter 2--Material response
2.1--Introduction
2.2--Strength and elastic properties
2.3--Theory for predicting creep and shrinkage of concrete
2.4--Recommended creep and shrinkage equations for standard conditions
2.5--Correction factors for conditions other than the standard concrete composition
2.6--Correction factors for concrete composition
2.7--Example
2.8--Other methods for prediction of creep and shrinkage
2.9--Thermal expansion coefficient of concrete
2.10--Standards cited in this report
Chapter 3--Factors affecting the structural response -- assumptions
and methods of analysis
3.1--Introduction
3.2--Principal facts and assumptions
3.3--Simplified methods of creep analysis
3.4--Effect of cracking in reinforced and prestressed members
3.5--Effective compression steel in flexural members
3.6--Deflections due to warping
3.7--Interdependency between steel relaxation, creep and shrinkage of concrete
Chapter 4--Response of structures in which time -- change of stresses
due to creep, shrinkage and temperature is negligible
4.1--Introduction
4.2--Deflections of reinforced concrete beam and slab
4.3--Deflection of composite precast reinforced beams in shored and unshored constructions
4.4--Loss of prestress and camber in noncomposite prestressed beams
4.5--Loss of prestress and camber of composite pre-cast and prestressed-beams unshored and shored constructions
4.6--Example
4.7--Deflection of reinforced concrete flat plates and two-way slabs
4.8--Time-dependent shear deflection of reinforced concrete beams
4.9--Comparison of measured and computed deflections, cambers and prestress losses using procedures in this chapter
Chapter 5--Response of structures with signigicant time change of stress
5.1--Scope
5.2--Concrete aging and the age-adjusted effective modulus method
5.3--Stress relaxation after a sudden imposed deformation
5.4--Stress relaxation after a slowly-imposed deformation
5.5--Effect of a change in statical system
5.6--Creep buckling deflections of an eccentrically compressed member
5.7--Two cantilevers of unequal age connected at time by a hinge
5.8 loss of compression in slab and deflection of a steel-concrete composite beam
5.9--Other cases
5.10--Example
Acknowledgements, pg. 209R-25
References, pg. 209R-25
Notation, pg. 209R-29
Tables, pg. 209R-32