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

Abstract:

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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 ∞ (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.

Info:

Periodical:

Advanced Materials Research (Volumes 261-263)

Edited by:

Jingying Zhao

Pages:

252-255

DOI:

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

Citation:

J. W. Yao et al., "Mechanical Properties and Failure Criteria of Concrete under Biaxial Tension and Compression", Advanced Materials Research, Vols. 261-263, pp. 252-255, 2011

Online since:

May 2011

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Price:

$35.00

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