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Indexed by:期刊论文

Date of Publication:2022-06-29

Journal:哈尔滨工业大学学报

Affiliation of Author(s):建设工程学部

Issue:6

Page Number:786-789

ISSN No.:0367-6234

Abstract: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.

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