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Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Showing 1-5 of 7 Abstracts search results
Document:
SP9-01
Date:
January 1, 1964
Author(s):
Adam M. Neville and Bernard L. Meyers
Publication:
Symposium Papers
Volume:
9
Abstract:
Properties and proportions of mix constituents, age of concrete at loading, storage conditions, stress-strength ratio, and other factors affecting creep are discussed. Various expressions for the creep-time relation are discussed, and prediction curves for creep of concrete of different properties and stored under different condition are presented.
DOI:
10.14359/17218
SP9-02
lqbal Ali and Clyde E. Kesler
A hypothesis for creep is presented in terms of the microstructure and properties of hydrated cement. An experimental investigation, designed to provide a quantitative basis for the hypothesis, is briefly described. Procedures are presented for estimating creep in terms of the volumetric composition of the concrete, the degree of hydration, and the observed free shrinkage characteristics.
10.14359/17219
SP9-06
Adrian Pauw and B. L. Meyers
Develops a procedure for including the effects of creep and shrinkage in design and analysis. The objective of the procedure is to permit the designer to automatically satisfy deflection criteria as well as allowable working stresses. Working equations for the general case are developed and equations are given for special cases, including beams with and without compressive reinforcement, and prestressed concrete beams.
10.14359/17223
SP9
Editor: A.M. Neville
SP9 A compilation of 6 papers giving a state-of-the-art report on various aspects of creep in concrete, written by authorities in this field and supported by formal discussion.
10.14359/14061
SP9-04
Frederic Roll
Creep and long-time creep-recovery tests were conducted on four different concrete mixes. Time.dependent deformations were measured during loading and unloading for a 3 year test period. A rheological model, representing the creep and creep-recovery of the concrete, is proposed and the model constants evaluated.
10.14359/17221
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