Mechanical Properties and Failure Criteria of Concrete under Biaxial Tension and Compression

被引：1

作者：

Yao, Jiawei ^{[1
]}

Song, Yupu ^{[2
]}

Qin, Likun ^{[1
]}

Gao, Lingxia ^{[1
]}

机构：

[1] Dalian National 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：

biaxial tension and compression; concrete; experimental study; failure criterion;

D O I：

10.4028/www.scientific.net/AMR.261-263.252

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Utilizing the large static-dynamic triaxial test system, 7 proportional loading biaxial tensile and compressive tests of concrete were conducted. The proportional loading paths are 0 (uniaxial compression), -0.05, -0.1, -0.15, -0.2, -0.25 and infinity (uniaxial tension). Compressive and tensile strength were measured as well as the strains at two loading directions. Considering the ratio to tension and compression, failure criteria of ordinary concrete under biaxial tension and compression was established, which has a good agreement with test value.

引用

页码：252 / +

页数：2

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