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| LOWER BOUND LIMIT ANALYSIS USING QUADRILATERAL FINITE ELEMENTS |
| LI Chunguang,ZHU Yufei,LIU Feng,DENG Qin,ZHENG Hong |
(State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,
Chinese Academy of Sciences,Wuhan,Hubei 430071,China) |
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Abstract Triangular meshes are always used in previous lower bound analysis by finite element method. For quadrilateral meshes,the equilibrium equations would be nonlinear on past form. To overcome this shortcoming,the weak form of equilibrium equations are established by integral over the whole elements and the equations are linear,so that,the linear programming can be used. On the other hand,there are less variables and constraint equations for quadrilateral element than triangle element,and so using quadrilateral element is more efficient than using triangle element. Examples show that the results based on quadrilateral elements are more accurate than that of triangle elements,which are consistent with general finite elements.
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Received: 15 September 2011
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| [1] DRUCKER D C,PRAGER W. Soil mechanics and plastic analysis or limit design[J]. Quarterly of Applied Mathematics,1952,10(2):157–65.
[2] CHEN W F. Limit analysis and soil plasticity[M]. Amsterdam:Elsevier,1975:543–605.
[3] 李 亮,刘宝琛. 边坡极限承载力的下限分析法及其可靠度理论[J]. 岩石力学与工程学报,2001,20(4):508–513.(LI Liang,LIU Baochen. Lower bound limit analysis for bearing capacity of slope and its reliability[J]. Chinese Journal of Rock Mechanics and Engineering,2001,20(4):508–513.(in Chinese))
[4] 王汉辉,王均星,王开治. 边坡稳定的有限元塑性极限分析[J]. 岩土力学,2003,24(5):733–738.(WANG Hanhui,WANG Junxing,WANG Kaizhi. Plastic limit analysis of slope stability using finite element[J]. Rock and Soil Mechanics,2003,24(5):733–738.(in Chinese))
[5] SLOAN S W. Lower bound limit analysis using finite elements and linear programming[J]. International Journal for Numerical and Analytical Methods in Geomechanics,1988,12(1):61–67.
[6] SLOAN S W. Upper bound limit analysis using finite elements and linear programming[J]. International Journal for Numerical and Analytical Methods in Geomechanics,1989,13(3):263–282.
[7] 陈祖煜. 土力学经典问题的极限分析上、下限解[J]. 岩土工程学报,2002,24(1):1–11.(CHEN Zuyu. Limit analysis for the classic problems of soil mechanics[J]. Chinese Journal of Geotechnical Engineering,2002,24(1):1–11.(in Chinese))
[8] 李国英,沈珠江. 下限原理有限单元法及其在土工问题中的应用[J]. 岩土工程学报,1997,19(5):84–89.(LI Guoying,SHEN Zhujiang. Lower limit analysis using finite elements and its application to geotechnical problems[J]. Chinese Journal of Geotechnical Engineering,1997,19(5):84–89. (in Chinese))
[9] 李 泽,王均星. 基于非线性规划的岩质边坡有限元塑性极限分析下限法研究[J]. 岩石力学与工程学报,2007,26(4):747–752.(LI Ze,WANG Junxing. Lower bound limit study on plastic limit analysis of rock slope using finite elements based on nonlinear programming[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(4):747–752.(in Chinese))
[10] 李 亮,刘宝琛. 边坡极限承载力的下限分析法[J]. 中国铁道科学,2001,22(1):79–83.(LI Liang,LIU Baochen. Ultimate bearing capacity on slope by lower bound analysis method[J]. China Railway Science,2001,22(1):79–83.(in Chinese))
[11] 王雪涛,汪小刚. 边坡稳定分析的极限分析下限解有限元法[J]. 岩土力学,2004,24(增):134–138.(WANG Xuetao,WANG Xiaogang. Lower bound limit analysis of slope stability using finite element method[J]. Rock and Soil Mechanics,2004. 24(Supp.):134–138.(in Chinese))
[12] 邓楚键,郑颖人,李 青. 下限有限元在边坡稳定分析中的应用[J]. 后勤工程学院学报,2003,19(2):46–49.(DENG Chujian,ZHENG Yingren,LI Qing. Lower bound limit analysis using finite elements and its applications in slope stability analysis[J]. Journal of Logistical Engineering University,2003,19(2):46–49.(in Chinese))
[13] 杨洪杰,傅德明,葛修润. 下限原理在岩土工程中的应用[J]. 力学季刊,2005,26(3):405–410.(YANG Hongjie,FU Deming,GE Xiurun. Application of lower bound theorem to geomechnical engineering[J]. Chinese Quarterly of Mechanics,2005,26(3):405–410.(in Chinese))
[14] KACHANOV L M. Foundations of the theory of plasticity[M]. Amsterdam:North-Holland Publishing Company,1971: 324–379.
[15] BATHE K J. Finite element procedures[M]. New Jersey:Prentice Hall,1996: 338–389.
[16] 陈祖煜. 土质边坡稳定分析——原理、方法、程序[M]. 北京:中国水利水电出版社,2003: 365–376.(CHEN Zuyu. Stability analysis for soil slope—theory,method and program[M]. Beijing:China Water Power Press,2003:365–376.(in Chinese)) |
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