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

Jia Wei Yao; Yu Pu Song; Li Kun Qin; Ling Xia Gao

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

Paper Titles

The Modulus of Elasticity of High-Strength Concrete
p.233

Nonlinear Constitutive Model Research on Concrete (Uni-Axial or Multi-Axial)
p.238

Investigating Properties of Haydite Concrete by Using Taguchi Method
p.242

Microstructure and Finite Element Analysis about Ceramic Concrete after High Temperature
p.247

Mechanical Properties and Failure Criteria of Concrete under Biaxial Tension and Compression
p.252

Experimental Study on Mechanical Properties of Concrete under Triaxial Compression
p.256

Research on the Biaxial Tensile Strength Test and Formula of Cement Concrete
p.260

Research on Strength and Microstructure of Cement with Sodium Sulfate Corrosion
p.265

Effects of Minerals on the Dissolvable Ion Concentration and pH Value of Hardened Cement
p.270

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 261-263Mechanical Properties and Failure Criteria of...

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

Abstract:

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.

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Periodical:

Advanced Materials Research (Volumes 261-263)

Pages:

252-255

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.261-263.252

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Online since:

May 2011

Authors:

Jia Wei Yao, Yu Pu Song, Li Kun Qin, Ling Xia Gao

Keywords:

Biaxial Tension and Compression, Concrete, Experimental Study, Failure Criterion

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