Test and Numerical Analysis on Performance of Reinforced Concrete Segment in Subway Tunnel

作     者：ZHOU Haiying CHEN Tingguo LI Lixin 周海鹰;陈廷国;李立新

作者机构：Faculty of Infrastructure EngineeringDalian University of TechnologyDalian 116024China School of Civil EngineeringShenyang Jianzhu UniversityShenyang 110168China 

出 版 物：《Transactions of Tianjin University》 (天津大学学报（英文版）)

年 卷 期：2012年第18卷第1期

页      面：57-61页

核心收录：

学科分类：08[工学] 0805[工学-材料科学与工程（可授工学、理学学位）] 

基　　金：Supported by National Natural Science Foundation of China (No. 10902073) 

主　　题：shield tunnel segmental lining numerical analysis finite element model 

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 resuits were in good agreement with the test results.