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地下结构与周围介质相互作用的计算分析
引用本文:娄奕红 刘喜元 彭俊生. 地下结构与周围介质相互作用的计算分析[J]. 中南公路工程, 2005, 30(3): 99-102
作者姓名:娄奕红 刘喜元 彭俊生
作者单位:[1]佛山科学技术学院,土木工程与建筑系,广东佛山528000 [2]西南交通大学,四川成都610031
摘    要:提出了用有限元一无界元的方法计算地下结构——土耦合体系的应力和变形。为了模拟实际受力状态,在地下结构与土相接触的界面上设置了一种有厚度的接触面单元,它可以与土体的弹塑性模型相衔接,能合理地反映接触面及其邻近区域剪切破坏带中的变形性状。

关 键 词:地下结构--土 有限元-无界元 接触面单元
文章编号:1002-1205(2005)03-0099-04
收稿时间:2004-11-02
修稿时间:2004-11-02

Analysis of Interaction between Underground Structure and Surrounding Medium
LOU Yihong , LIU Xiyuan , PENG Junsheng. Analysis of Interaction between Underground Structure and Surrounding Medium[J]. Central South Highway Engineering, 2005, 30(3): 99-102
Authors:LOU Yihong    LIU Xiyuan    PENG Junsheng
Affiliation:1. Department of Architectural and Civil Engineering, Foshan Technical College, Foshan, Guangdong 528000, China; 2.Southwest Jiaotong University, Chengdu, Sichuan 610031, China
Abstract:In this paper, the method of the finite-infinite element is suggested to calculate the stress and deformation of coupling systems of structure-soil. In order to simulate the actual situation, a new kind of inter face element with thickness is installed in the interface between soil and structure. It can dovetail with elastic-plastic models of soils, and can reflect the deformation in the interface and its nearby shear failure area reasonably. The investigation is valuable for the design and construction of underground structure.
Keywords:structure-soil   finite element-infinite element   interface element
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