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论文类型：期刊论文

发表时间：2022-06-29

发表刊物：哈尔滨工业大学学报

所属单位：建设工程学部

期号：6

页面范围：786-789

ISSN号：0367-6234

摘要：A strain rate-dependant damage constitutive model for concrete is presented with rate-dependant damage variables based on the experimental results, which can simulate different behavior under tensile and compressive loading. The proposed model is applied to the seismic response analysis of a concrete gravity dam and then the results are compared with that obtained by strain rate-independent model. It is shown that the variation of concrete strain-rate makes the limit strength and stiffness increase to different extent at different part and has significant effects on the structural dynamic response and safety evaluation.

备注：新增回溯数据