The relationship between stress and strain for polymer concrete under compression was analysed, and the effects of resin content, silane treatment, curing age, and temperature were investigated. These properties are necessary to gain a better understanding of the mechanical behaviour of polymer concrete elements. The polymer concrete cured at an elevated temperature showed a higher rate of compressive strength and elastic modulus gain than that cured at room temperature (20°C). For cylinders that were cured at an elevated temperature (70°C) and silane-treated, both the ascending and descending branches of the compressive stress-strain1 curve became steeper and more linear. A stress-strain model was developed to represent the stress-strain relationship of polymer concrete under compression. This model fitted the experimental data remarkably well and accurately reflected the descending branch of the stress-strain curve and the declining trend in ductility.
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October 2008
Research Article|
October 01 2008
Prediction of stress—strain relationship for polyester polymer concrete using recycled polyethylene terephthalate under compression Available to Purchase
B.-W. Jo;
B.-W. Jo
*
Department of Civil Engineering at Hanyang University
Seoul, South Korea
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S.-K. Park;
S.-K. Park
†
Korea Research Institute for Construction Policy
Construction B/D, 14F, 395-70 Sindaebang-dong, Dongjak-gu, Seoul, 156–714, South Korea
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K.-S. Lee
K.-S. Lee
*
Department of Civil Engineering at Hanyang University
Seoul, South Korea
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Publisher: Emerald Publishing
Received:
October 07 2007
Accepted:
March 17 2008
Online ISSN: 1751-7605
Print ISSN: 0951-7197
© 2008 Thomas Telford Ltd
2008
Advances in Cement Research (2008) 20 (4): 151–159.
Article history
Received:
October 07 2007
Accepted:
March 17 2008
Citation
Jo B, Park S, Lee K (2008), "Prediction of stress—strain relationship for polyester polymer concrete using recycled polyethylene terephthalate under compression". Advances in Cement Research, Vol. 20 No. 4 pp. 151–159, doi: https://doi.org/10.1680/adcr.2008.20.4.151
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