Email Address is required Invalid Email Address
In today’s market, it is imperative to be knowledgeable and have an edge over the competition. ACI members have it…they are engaged, informed, and stay up to date by taking advantage of benefits that ACI membership provides them.
Read more about membership
Learn More
Become an ACI Member
Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
Staff Directory
ACI World Headquarters 38800 Country Club Dr. Farmington Hills, MI 48331-3439 USA Phone: 1.248.848.3800 Fax: 1.248.848.3701
ACI Middle East Regional Office Second Floor, Office #207 The Offices 2 Building, One Central Dubai World Trade Center Complex Dubai, UAE Phone: +971.4.516.3208 & 3209
ACI Resource Center Southern California Midwest Mid Atlantic
Feedback via Email Phone: 1.248.848.3800
ACI Global Home Middle East Region Portal Western Europe Region Portal
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
Date:
January 1, 1964
Author(s):
Editor: A.M. Neville
Publication:
Symposium Papers
Volume:
9
Abstract:
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.
DOI:
10.14359/14061
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
SP9-04
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
SP9-03
Ori lshai
The influence of amount of torque, duration of loading, age on loading, humidity conditions, and sand content on various deformation components was studied. A theory, formulated on the reversible and nonreversible time-processes taking place in the mortar, is presented that attributes shrinkage, swelling, and creep and its recovery to water migration within the cement gel.
10.14359/17220
Results Per Page 5 10 15 20 25 50 100