Technical Papers
Dec 22, 2017

Experimental Study on Axial Compressive Properties of Rubber Concrete at Low Temperature

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 3

Abstract

In this paper, waste-tire crumb rubber with a size of 2–4 mm was used to prepare rubber concrete, and the axial compressive properties were tested at temperatures of 30 and 20°C. According to the feature points in the prepeak stress-strain curves, the strength, peak strain, deformability, and elastic modulus of rubber concrete at 30°C are compared with those at 20°C. The influence of different water/binder ratios and rubber contents on the relative axial compressive strength and relative elastic modulus of rubber concrete are also discussed. The results show that the ascending branches of axial compressive stress-strain curves of rubber concrete have a little difference with those of ordinary concrete. At 30°C, the stress and strain of rubber concrete are much larger and the responding deformation ability is obviously better than that of ordinary concrete as the rubber content increases.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 3March 2018

History

Received: Apr 25, 2017
Accepted: Aug 30, 2017
Published online: Dec 22, 2017
Published in print: Mar 1, 2018
Discussion open until: May 22, 2018

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Professor, School of Civil Engineering, Inner Mongolia Univ. of Science and Technology, Baotou 014010, China. E-mail: [email protected]
Master, School of Civil Engineering, Inner Mongolia Univ. of Science and Technology, Baotou 014010, China (corresponding author). ORCID: https://orcid.org/0000-0003-3651-1526. E-mail: [email protected]

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