本文总结了目前国内外混凝土双轴试验的资料,尤其是大连理工大学在这方面所做的工作,描述了不同研究者在应变率为10~(-5)s~(-1)～10~(-1)s~(-1)范围内进行的动态加载试验所建立的多轴破坏准则,为今后进一步开展混凝土多轴试验和有关设计规范考虑混凝土的多轴动态强度和非线性分析提供依据。 This article summarizes the current domestic and foreign concrete biaxial test data, especially the work done by Dalian University of Technology in this respect, describes the different researchers in the strain rate of 10 ~ (-5) s ~ (-1) ~ 10 ~ (-1) s ~ (-1) in the dynamic loading test to establish the multi-axis failure criterion for the future to further carry out concrete multi-axis test and the relevant design specifications to consider the multiaxial dynamic strength of concrete and non-linear analysis provide the basis .