Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/66241
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
URI: http://scholarbank.nus.edu.sg/handle/10635/66241
ISSN: 08991561
Appears in Collections:Staff Publications

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