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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:
SP9-04
Date:
January 1, 1964
Author(s):
Frederic Roll
Publication:
Symposium Papers
Volume:
9
Abstract:
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.
DOI:
10.14359/17221
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
SP9-05
Boris Bresler and Lawrence Selna
The influence of environment on time-dependent behavior of reinforced concrete structures is introduced and the principal variables discusssed. Deformation due to variable stress history is described in general terms. A simplification in determining specific creep function is explored. Methods for analysis of stresses and deformation which account for time- and environment- dependent processes are outlined.
10.14359/17222
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
SP9-01
Adam M. Neville and Bernard L. Meyers
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.
10.14359/17218
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