Paper Title:
Experimental Study on Mechanical Properties of Concrete under Triaxial Compression
  Abstract

Traxial compressive tests on concrete samples subjected to such stress ratios as 0.1:0.25:1, 0.1:0.5:1, 0.1:0.75:1and 0.1:1:1, were performed. Based on mechanical properties measured from the tests, strength and deformation behaviors of concrete under triaxial compression were explored, and then the failure criterion was proposed. The result indicated that the bearing capacity of concrete under triaxial compression is greater than that under uniaxial stress state. Construction material can be greatly reduced considering this factor in design.

  Info
Periodical
Advanced Materials Research (Volumes 261-263)
Edited by
Jingying Zhao
Pages
256-259
DOI
10.4028/www.scientific.net/AMR.261-263.256
Citation
J. W. Yao, Y. P. Song, L. K. Qin, L. X. Gao, "Experimental Study on Mechanical Properties of Concrete under Triaxial Compression", Advanced Materials Research, Vols. 261-263, pp. 256-259, 2011
Online since
May 2011
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Price
$32.00
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