Experimental Study on Mechanical Properties of Concrete under Triaxial Compression

被引：0
|
作者：
Yao, Jiawei [1 ]
Song, Yupu [2 ]
Qin, Likun [1 ]
Gao, Lingxia [1 ]
机构：
[1] Dalian Nationalities Univ, Dept Civil Engn, Dalian 116600, Peoples R China
[2] Dalian Univ Technol, State Key Lab Coastal Offshore Engn, Dalian 116024, Peoples R China
来源：
ADVANCES IN BUILDING MATERIALS, PTS 1-3 | 2011年 / 261-263卷
关键词：
triaxial compression; concrete; mechanical properties; experimental study;
D O I：
10.4028/www.scientific.net/AMR.261-263.256
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
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: 1 and 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.
引用
收藏
页码：256 / +
页数：2
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