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Jinlong Pan, Dan Wu, Changyu Qi. Mechanical Behavior and Failure Criterion of High Performance Concrete Under Biaxial Tension-Compression Loading Condition[J]. JOURNAL OF BEIJING INSTITUTE OF TECHNOLOGY, 2018, 27(3): 433-441. doi: 10.15918/j.jbit1004-0579.17095
Citation: Jinlong Pan, Dan Wu, Changyu Qi. Mechanical Behavior and Failure Criterion of High Performance Concrete Under Biaxial Tension-Compression Loading Condition[J].JOURNAL OF BEIJING INSTITUTE OF TECHNOLOGY, 2018, 27(3): 433-441.doi:10.15918/j.jbit1004-0579.17095

Mechanical Behavior and Failure Criterion of High Performance Concrete Under Biaxial Tension-Compression Loading Condition

doi:10.15918/j.jbit1004-0579.17095
  • Received Date:2017-06-19
  • The mechanical behavior and failure criterion of high performance concrete (HPC) subjected to biaxial tension-compression loading conditions were investigated experimentally with a real triaxial testing system. The failure modes, ultimate strength and stress-strain curves of HPC under biaxial tension-compression loading conditions were obtained. Then, mechanical behavior of HPC under different stress ratios were analyzed. Finally, based on the Kupfer's strength criterion for conventional concrete and test results, a novel failure criterion was proposed for HPC under biaxial tension-compression loading conditions.
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