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A study on the contraction joint element and damage constitutive model for concrete arch dams
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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:2014-03-01
发表刊物:JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A
收录刊物:ISTIC、EI、SCIE
卷号:15
期号:3
页面范围:208-218
ISSN号:1673-565X
关键字:Contraction joint element; Damage; Concrete; Arch dam; Constitutive model
摘要:A new contraction joint element model for the interface in different meshes between the arch dam sections is constructed. The study on the elastic-plastic damage constitutive model for concrete, which is applied to multi-axial stresses, is also taken. The models of the dam-foundation-reservoir system for Xingbiling and Jinping concrete arch dams, China are calculated using the proposed contraction joint elements and the elastic-plastic damage constitutive model to verify the proposed models. Results showed that the proposed contraction joint element model has a high precision in simulating the behavior of contraction joints and the elastic-plastic damage constitutive model has a high precision in simulating the behavior of the damage to the concrete.

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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