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发布时间：2019-03-09

论文类型：期刊论文

发表时间：2015-04-01

发表刊物：MATERIALS RESEARCH INNOVATIONS

收录刊物：Scopus、EI、SCIE

卷号：19

页面范围：S143-S146

ISSN号：1432-8917

关键字：Mesoscopic study; Dynamic behaviours; HSC; High SRs; Damage constitutive

摘要：A meso-scale numerical model is presented as a method to simulate the dynamic behaviours of high-strength concrete. A damage constitutive law is used to describe the evolution of damage under dynamic load. The dynamic analysis of concrete blocks is performed and the results are discussed. A critical strain rate is observed and the inertia of high-strength concrete plays a major role in the nature of the ensuing tensile-compressive stress-strain curves and tensile-compressive strength under high strain rates.