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群桩横向非线性力学响应的三维有限元数值模拟
引用本文:胡婷婷,刘忠. 群桩横向非线性力学响应的三维有限元数值模拟[J]. 湖南工程学院学报(自然科学版), 2009, 19(2)
作者姓名:胡婷婷  刘忠
作者单位:湘潭大学土木工程与力学学院,湘潭,411105;湘潭大学土木工程与力学学院,湘潭,411105
摘    要:利用有限元软件ANSYS,针对群桩横向力学响应问题,进行了三维有限元数值模拟.计算模型中,考虑了土体的材料非线性、桩-土界面状态非线性等因素,对群桩横向力学响应的影响.通过算例分析,验证了模型的正确性.在此基础上,进一步研究了群桩-土横向相互作用的非线性特性,计算结果对于桩基础的分析和设计,有较好的参考价值.

关 键 词:群桩  桩-土相互作用  非线性  有限元

Three-dimensional Finite Element Numerical Simulation on the Lateral Nonlinear Response of Group Piles
HU Ting-ting,LIU Zhong. Three-dimensional Finite Element Numerical Simulation on the Lateral Nonlinear Response of Group Piles[J]. Journal of Hunan Institute of Engineering(Natural Science Edition), 2009, 19(2)
Authors:HU Ting-ting  LIU Zhong
Affiliation:HU Ting-ting,LIU Zhong (College of Civil Engineering and Mechanics,Xiangtan University,Xiangtan 411105,China)
Abstract:In this paper,by using finite element program ANSYS,the three-dimensional finite element numerical simulation on the lateral nonlinear response of pile group is discussed.The significant effect of the nonlinear soil behavior and the pile-soil interface separation on the response of pile group are studied in this model.Through comparing original test,the correctness of the model is validated.The nonlinear response of the pile-soil interaction is analyzed based on the model,and valuable conclusions are obtain...
Keywords:pile group  pile-soil interaction  nonlinear  finite element  
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