教授 博士生导师 硕士生导师
任职 : 土木水利实验教学中心(国家级示范中心)主任
性别: 男
毕业院校: 大连理工大学
学位: 博士
所在单位: 土木工程系
学科: 结构工程
办公地点: 土木工程学院(综合实验三号楼)527
联系方式: 0411-84708515-16
电子邮箱: chentg@dlut.edu.cn
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论文类型: 期刊论文
发表时间: 2012-02-01
发表刊物: Transactions of Tianjin University
收录刊物: EI
卷号: 18
期号: 1
页面范围: 57-61
ISSN号: 10064982
摘要: To investigate the mechanical behavior of segmental lining, a three-dimensional numerical analysis and test using three actual segments were used to analyze the effects of axial force and reinforcement ratio on the failure mechanism and ultimate bearing capacity of segmental lining. Both numerical and test results confirmed that the cracking load, yield and ultimate load were strongly influenced by axial force, and it was also proved that the yield and ultimate load would increase with the increase of reinforcement ratio, but the cracking load was almost not affected. The cracking load, yield and ultimate load are about 28.7%, 500% and 460% larger due to the effect of axial force respectively. The comparison between numerical calculation and test results showed that the finite element analysis results were in good agreement with the test results. © 2012 Tianjin University and Springer-Verlag Berlin Heidelberg.