Coupled BEM/FEM approach for nonlinear soil/structure interaction

被引：75

作者：

von Estorff, O ^{[1
]}

Firuziaan, M ^{[1
]}

机构：

[1] Tech Univ Hamburg, D-21073 Hamburg, Germany

来源：

ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS | 2000年 / 24卷 / 10期

关键词：

nonlinear calculations; dynamic response; FEM/BEM coupling; transient analysis; soil/structure interaction; wave propagation; halfspace;

D O I：

10.1016/S0955-7997(00)00054-0

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

A general coupled boundary element/finite element formulation is presented for the investigation of dynamic soil/structure interaction including nonlinearities. It is applied to investigate the transient inelastic response of structures coupled with a halfspace, The structure itself and the surrounding soil in the near held are modeled with finite elements. In this part of the model inhomogeneities and an elastoplastic material behavior with hardening effects can be taken into account. The remaining soil region, i.e. the elastic halfspace, is discretized with the boundary elements. Thus wave radiation to infinity is included in the model. In representative examples it is shown that the methodology is computationally powerful and can be used efficiently for the nonlinear analyses of complex soil/structure interaction problems. (C) 2000 Elsevier Science Ltd. All rights reserved.

引用

页码：715 / 725

页数：11

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