SP-129: Computer Analysis of Effects of Creep, Shrinkage, and Temperature Changes on Concrete Structures

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PURCHASE INDIVIDUAL PAPERS

Note: The individual papers are also available as .pdf downloads. Please click on the following link to view the papers available, or call 248.848.3800 to order.

Editors: C.C. Fu & M.D.Daye

Description

This special publication provides the means for better understanding the important creep and shrinkage characteristics of concrete. Ten papers cover a variety of topics including the theoretical and experimental parts of the long-term behavior of a railway bridge, results for creep in reinforced and prestressed concrete columns, long-term behavior of prestressed concrete beams, evaluation of creep and shrinkage deflection of reinforced concrete members, the rational and approximate methods for time-dependent deflection of prestressed concrete members, predicting and testing for creep and shrinkage, computing stress and strain, and time-dependent analysis for partially prestressed composite members.

 

Document Details

Publication Year: 1991

Pages: 191

ISBN: 9780870316272

Categories: Creep & Shrinkage

Formats: PDF

Table of Contents

-Long Term Behavior of a Composite Prestressed Concrete

Railway Bridge: Part I - Experiment

-Long Term Behavior of Prestressed and Partially

Prestressed Concrete Beams: Experimental and

Numerical Results

-Creep Buckling of Uniaxially Loaded Reinforced

Concrete Columns

-Evaluation of Creep and Shrinkage Deflections of

Reinforced Concrete Members in the Current Australian

Practice

-Creep Effects in Slender Reinforced and Prestressed

Concrete Columns

-Time-Dependent Deflections of Prestressed Members:

Rational and Approximate Methods

-Long Term Behavior of A Composite Prestressed

Concrete Railway Bridge: Part II - Constitutive Law and

Analysis

-Effect of Creep and Shrinkage On the Design of a

Nuclear Reactor Containment Building

-A Step-By-Step Integration Procedure for Computing

State of Stress in Prestressed

-Serviceability of Prestressed Composite Members

ERRATA INFO

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