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《Journal of Xinyang Normal University(Natural Science Edition)》 2013-03
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Numerical Analysis of Cracking in Lining Structure of Tunnel Based on Damage Plasticity Theory

Wang Shige,Gao Hongbo,Zhang Zongling(College of Civil Engineering,Xinyang Normal University,Xinyang 464000,China)  
Based on the damage plasticity theory of concrete,a realistic nonlinear model of highway tunnel structure was established.The calculations and analysis were carried out by ABAQUS which is large finite element software.The calculation results revealed the mechanism of cracking in lining structure of the highway tunnel.Furthermore,the distribution characteristics and laws of damage value,and stress of the lining structure under collapse rock and surrounding rock bias were obtained.
【Fund】: 河南省科技计划项目(122300410308 122300410309);; 河南省教育厅自然科学研究计划项目(2011A1301001)
【CateGory Index】: U451.4
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