A closed-loop servo-controlled hydraulic testing machine can be used to generate experimentally the complete stress–strain curves for concrete in compression. However, the deformation readings obtained from the built-in low-voltage displacement transducers or other transducers placed between the machine platens include not only deformations of the concrete but also those due to machine flexibility and end-restraint of the specimen. In this paper, a correction factor is proposed to account for these effects. This requires the use of a compressometer fixed directly to the test specimen and transducers placed between the machine platens. More realistic stress–strain curves for concrete with cylinder (100 × 200mm) compressive strengths of up to 130 MPa have thus been obtained for the entire loading range.
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December 1995
Research Article|
December 01 1995
Derivation of the complete stress – strain curves for concrete in compression
M. S. Chin
National University of Singapore
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Department of Civil Engineering, National University of Singapore, 10 Kent Ridge Crescent, Singapore 0511.
Publisher: Emerald Publishing
Online ISSN: 1751-763X
Print ISSN: 0024-9831
© 1995 Thomas Telford Ltd
1995
Magazine of Concrete Research (1995) 47 (173): 285–290.
Citation
Mansur MA, Wee TH, Chin MS (1995), "Derivation of the complete stress – strain curves for concrete in compression". Magazine of Concrete Research, Vol. 47 No. 173 pp. 285–290, doi: https://doi.org/10.1680/macr.1995.47.173.285
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