Dynamic inelastic structural analysis by the BEM: A review

被引：19

作者：

Hatzigeorgiou, George D. ^{[2
]}

Beskos, Dimitri E. ^{[1
,3
]}

机构：

[1] Univ Patras, Dept Civil Engn, GR-26110 Patras, Greece

[2] Democritus Univ Thrace, Dept Environm Engn, GR-67100 Xanthi, Greece

[3] Acad Athens, Off Theoret & Appl Mech, Athens, Greece

来源：

ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS | 2011年 / 35卷 / 02期

关键词：

Boundary element method; Damage; Plasticity; Dynamic analysis; BOUNDARY-ELEMENT FORMULATION; ELASTOPLASTIC ANALYSIS; EQUILIBRIUM SATISFACTION; TRANSIENT-RESPONSE; MODAL-ANALYSIS; PLATES; VIBRATIONS; FEM; ALGORITHM; MODEL;

D O I：

10.1016/j.enganabound.2010.08.002

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

This review paper describes the most widely used techniques associated with the dynamic analysis of inelastic solids and structures by the boundary element method (BEM). Firstly, a historical overview is presented. Next, the various existing BEM formulations for dynamic analysis of two- and three-dimensional solids and structures as well as plates and shells are briefly described. Inelasticity refers to elastoplastic, damage or elastoplastic plus damage material behaviour. Then, five numerical examples from the literature and three new examples of the authors are presented to illustrate the applicability and accuracy of these boundary element methodologies. Finally, advantages and disadvantages of the various methods as well as future developments are presented in the conclusions. (C) 2010 Elsevier Ltd. All rights reserved.

引用

页码：159 / 169

页数：11

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