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
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 22 Abstracts search results
Document:
SP27
Date:
January 1, 1971
Author(s):
Editor: Raymond C. Reese
Publication:
Symposium Papers
Volume:
27
Abstract:
SP27 Much has been written on the damaging failures resultingfrom designs without adequate provision for the effects of creep, shrinkage and temperature, The object of this symposium volume is to combine the laboratory and actual field experience into a working procedure for estimating the effects of volumetric changes. By comparing the experiences of researches and design engineers this publication aims for an eventual mathematical procedure that could be as well agreed upon as movement distribution.
DOI:
10.14359/14080
SP27-13
D.E. Branson and M.L. Christiason
Presented are design procedures for predicting strength and elastic properties, creep, and shrinkage as a function of time. Continuous functions are provided for all standard equations and correction factors, so that the procedures readily lend themselves to computer solution.
10.14359/17187
SP27-21
Zdenek P. Bazant
Creep, shrinkage and delayed thermal dilatation of concrete at low stress are caused by mass transport of water and other molecules along thin layers in the microstructures. The theory of the consitutive equation based on this mechanism is summarized and, as an example, a plausible explanation of the phenomenon of drying creep is presented.
10.14359/17195
SP27-19
C.H. Wang
Data on creep of concrete subjected to various loadings at elevated temperatures rang 200F (93.3C) to 800f (426.8C) are presented, together with the informations of specimens failure in test. Compressive strength and thermal expansion coefficient of concrete in this temperature range are also provided. Relationships between creep, stress strength ration and time under loading are shown in curves.
10.14359/17193
SP27-16
Lev Zetlin, Charles H. Thornton, I. Paul Lew
A simplified approach for the analysis of self induced stresses due to internal straining of concrete is presented. The approach has been broken in three steps.
10.14359/17190
Results Per Page 5 10 15 20 25 50 100