Please use this identifier to cite or link to this item:
Title: Stress-strain relationship of high-strength concrete in compression
Authors: Wee, T.H. 
Chin, M.S. 
Mansur, M.A. 
Issue Date: May-1996
Citation: Wee, T.H.,Chin, M.S.,Mansur, M.A. (1996-05). Stress-strain relationship of high-strength concrete in compression. Journal of Materials in Civil Engineering 8 (2) : 70-76. ScholarBank@NUS Repository.
Abstract: An experimental investigation was carried out to generate the complete stress-strain curves of concrete in compression with a strength range of 50-120 MPa. The variation in concrete strength was achieved by varying the water-to-binder ratio of the mix, types of cement replacing admixture, replacement percentages, and the age at testing. The effects of these parameters on the shape of stress-strain curves are presented and discussed. The accuracy of predictions of a number of analytical models available in the literature are also discussed. Based on present test data, a simple model is proposed to generate the complete stress-strain relationships for high-strength concrete. The proposed model has been found to give a good representation of the actual stress-strain response.
Source Title: Journal of Materials in Civil Engineering
ISSN: 08991561
Appears in Collections:Staff Publications

Show full item record
Files in This Item:
There are no files associated with this item.

Page view(s)

checked on Apr 21, 2019

Google ScholarTM


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.