摘要
针对混凝土在不同应变速率下的动态强度特性,在已有试验数据的基础上,提出了一种新的混凝土双轴受压动态强度准则,考虑了混凝土强度等级和侧压应力水平对应变速率效应的影响,通过拟合分析试验数据确定了模型中的有关参数,从而预测了混凝土双轴动态强度。对比分析结果表明,新的动态强度准则与试验数据吻合较好,可作为工程实际应用的参考。
With consideration of the mechanical behavior of concrete subjected to different strain rates, a new dynamic strength criterion for concrete under biaxial compression loading is proposed in terms of the available experimental results. The feature of the model is that it can take into account the influence of strength grade of concrete and the lateral compres- sive stress levels on the effect of strain rate. By data fitting with test results, parameters of the model are obtained. Compared with test data, the results show that the dynamic strength criterion accords with test data, which provides reference for engineering applications.
出处
《水电能源科学》
北大核心
2012年第1期139-141,69,共4页
Water Resources and Power
基金
河海大学
南京水利科学研究院水文水资源与水利工程科学国家重点实验室开放基金资助项目(2011490801)
清华大学水沙科学与水利水电工程国家重点实验室开放研究基金资助项目(sklhse-2011-C-03)
国家自然科学基金重大研究计划基金资助项目(90815026)
关键词
混凝土
双轴受压
动态强度准则
应变速率
concrete
biaxial compression
dynamic strength criterion
strain rate