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Mesoscopic study of the dynamic behaviours of high-strength concrete
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发布时间: 2019-03-09
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.

陈健云

教授   博士生导师   硕士生导师

性别: 男

毕业院校:大连理工大学

学位: 博士

所在单位:水利工程系

学科:水工结构工程. 防灾减灾工程及防护工程. 结构工程. 工程管理

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