Time-Dependent Behaviour of Concrete Structures (Hardcover)

Time-Dependent Deformation
Background
Creep of Concrete
Shrinkage of Concrete
Time-Analysis ? The Basic Problem

Material Properties
Concrete
Steep Reinforcement
References

Design for Serviceability ? Deflection and Crack Control
Introduction
Design Objectives and Criteria
Design Actions
Design Criteria for Servicability
Maximum Span-to-Depth Ration Minimum Thickness
Deflection Control by Simplified Calculation
Crack Control
References

Uncracked Sections ? Axial Loading
Preamble
The Effective Modulus Method
The Principle of Superposition ? Step-by-Step Method
The Age-Adjusted Effect Modulus Method (AEMM)
The Rate of Creep Method (RCM)
Comparison of Methods of Analysis

Uncracked Sections ? Axial Force and Uniaxial Bending


Uncracked Sections ? Axial Force and Biaxial Bending
Introductory Remarks
Overview of Cross-Sectional Analysis
Short-Term Analysis of Reinforced or Prestressed Concrete Cross Sections
Long-Term Analysis of Reinforced or Prestressed Concrete Cross Sections Using the Age Adjusted Effective Modulus
Long-Term Analysis of Reinforced Prestressed Concrete Cross Section Using the Step-by-Step Procedure
Composite Steel-Concrete Cross Sections
References

Cracked Sections
Introductory Remarks
Short-Term Analysis
Time-Dependent Analysis (AEMM)
Short- and Long-Term Analysis Using the Step-by-Step Method
References

Members and Structures
Introductory Remarks
Deflection of Statically Determinate Beams
Statically Indeterminate Beams and Slabs
Two-Way Slab Systems
Slender Reinforced Concrete Columns
Temperature Effects
Concluding Remarks
References

Stiffness Method and Finite Element Modelling
Introduction
Overview of the Stiffness Method
Member Loads
Time Analysis Using AEMM
Time Analysis Using SSM
Time Analysis Using the Finite Element Method
Analysis of Cracked Members
References

Appendix: Analytical Formulations ? Euler-Bernoulli Beam Model