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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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【Citations】
Chinese Journal Full-text Database 7 Hits
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【Co-citations】
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1 JIAN Peng;DANG Fa-ning;MA Zong-yuan;LI Rui-dong;MA Xiao-dong;School of Civil Engineering and Architecture,Xi'an University of Technology;Gansu Institute of Geo-Environment Monitoring;Second Institute of Geological and Mineral Exploration of Gansu Provincial Bureau of Geology and Mineral Resources;;Response Analysis of the Damage of Concrete Dam Against Debris Flow Considering the Power Grid Type[J];西安工业大学学报;2015-12
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