The compressive strength of concrete under biaxial dynamic compression

被引:0
|
作者
Mosig, Oliver [1 ]
Quast, Matthias [1 ]
Curbach, Manfred [1 ]
机构
[1] Tech Univ Dresden, Inst Massivbau, D-01062 Dresden, Germany
关键词
Compressive strength; multiaxial; split Hopkinson bar; strain-rate effect; dynamic; strain-rate; BEHAVIOR; TESTS;
D O I
10.1002/best.201900053
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The compressive strength of concrete under biaxial dynamic compression The compressive strength of two concretes under biaxial dynamic compressive stress was investigated. A biaxial split Hopkinson bar was used, that applied the dynamic load to the test specimen in the form of two load waves perpendicular to each other. For reference, the static compressive strengths under biaxial load with different stress ratios of the two load axes were determined in a triaxial testing machine. The results indicate a partially superposition of the two strength-increasing effects of multi-axial compressive stress and increased strain rate. In particular, clear differences can be seen in the fracture and crack pattern for the different load types.
引用
收藏
页码:956 / +
页数:9
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