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《Journal of Hydraulic Engineering》 1987-02
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Simulation of arch dam foundation by using infinite elementsSimulation of arch dam foundation by using infinite elements

Zhao Chongbin Zhang Chuhan Zhang Guangdou(Tsinghua University)Zhao Chongbin Zhang Chuhan Zhang Guangdou(Tsinghua University)  
A coupling model of infinite and finite elements for simulating arch dam foundations is presented and the boundary conditions of the foundation at infinity are satisfied. Some numerical results for 3D half space problem and an arch dam analysis show that the model improves the computational accuracy and saves nearly half of CPU time in comparison with the ordinary finite element simulation. In addition, the significant effects on stress distribution at the dam heel and dam toe demonstrate that the consideration of dam and foundation interaction is of importance to the analysis.A coupling model of infinite and finite elements for simulating arch dam foundations is presented and the boundary conditions of the foundation at infinity are satisfied. Some numerical results for 3D half space problem and an arch dam analysis show that the model improves the computational accuracy and saves nearly half of CPU time in comparison with the ordinary finite element simulation. In addition, the significant effects on stress distribution at the dam heel and dam toe demonstrate that the consideration of dam and foundation interaction is of importance to the analysis.
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1 Zhao Chongbin, Zhang Chuhan, Zhang Guangdou Department of Hydraulic Engineering;Simulation of Semi-infinite Plane Elastic Foundation Using Infinite Elements[J];Journal of Tsinghua University(Science and Technology);1986-03
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1 Zou Yu Shi Yongjiu Wang Yuanqing Li Shaofu(Institute of Glass and Metal Structure for Architecture,Tsinghua University Beijing 100084);THE STUDY ON LOADING CAPACITY OF TYPICAL FIXED METAL FASTENERS IN THE GLASS CONSERVATORY OF BEIJING ARBORETUM[A];[C];2000
2 WU QINGXI WU SHIWEI (Hohai University);THE APPLICATION OF INFINITE ELEMENT IN RELIABILITY ANALYSIS OF GRAVITY DAMS[A];[C];1989
3 SHIWEI WU TONG CHUN LI (Hohai University);FAILURE MODES AND SYSTEM RELIABILITY ANALYSIS OF GRAVITY DAMS BY RANDOM FINITE ELEMENT METHOD[A];[C];1989
4 Xu Honghai (Chengdu Hydroelectric Investgaticn & Design Institute,State Power Company,Chengdu 610071 China);ANALYESIS ON THE EFFECTS OF ECCENTRIC BOREHOLES ON IN-SITU STRESS MEASURED WITH RADIAL DEFORMATION METHOD[A];[C];2000
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【Co-references】
Chinese Journal Full-text Database 10 Hits
1 Liang Qinghuai(Department of Civil Engineering, Northern Jiaotong University, Beijing 100044));Summary and Review of the Numerical Methods for Analyzing SoilStructure Dynamic Interaction[J];JOURNAL OF NORTHERN JIAOTONG UNIVERSITY;1997-06
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3 ZHOU Shi-liang~1, HU Xiao~2, WANG Jiang~3 (1.School of River and Ocean Engineering,Chongqing Jiaotong University, Chongqing 400074,China; 2. Department of the Yangtze River Bank Construction Managing Yu'zhong District, Chongqing 400012,China; 3. College of Science, Chongqing Technology and Business University, Chongqing 400067, China);The application of infinite element in numerical analysis of geotechnical engineering[J];Journal of Chongqing Jiaotong University;2004-S1
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1 XUE Song-tao~(1,2),ZHANG Mao-yu~1,XIE Li-yu~1,CHEN Rong~1,WANG Yuan-gong~1(1.Research Institution of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China;2.Department of Architecture,School of Science and Engineering,Kinki University,Osaka 577-8502,Japan);The dynamic responses of the slurry wall subjected to earthquake waves[J];Building Science Research of Sichuan;2005-06
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10 LI Wen-hu~1,LI Tong-chun~1,LI Yu~2(1.College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China;2.Shanghai Water Drainage and Irrigation Affair Department,Shanghai 210002,China);EAS element-based FEM analysis of interaction between thin-walled cylindrical piles and soil[J];Journal of Hehai University (Natural Sciences );2005-06
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1 Zhao Chongbin, Zhang Chuhan, Zhang Guangdou Department of Hydraulic Engineering;Simulation of Semi-infinite Plane Elastic Foundation Using Infinite Elements[J];Journal of Tsinghua University(Science and Technology);1986-03
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