%0 Journal Article
%T ELASTOPLASTIC BOUNDARY ELEMENT METHOD WITH BIMATERIAL FUNDAMENTAL SOLUTION<br>双材料基本解弹塑性边界元法
%A Zhang Ming
%A Yao Zhenhan
%A Du Qinghua
%A <br>张明
%A 姚振汉
%A 杜庆华
%J 力学学报
%D 1999
%I 
%X The study of problems of bimaterial interface and interface fracture is one of the centralissues of solid mechanics at present. Boundary element method is increasingly manifested to bean effective numerical approach to the study. So an elastoplastic boundary element method withbimaterial fundamental solution, Dundurs-Hetenyi solution, was first proposed by the first authorand is developed in this paper by consideration of the structural features of bimaterial. Becausethe interface conditions of bimaterial are satisfied strictly by this type of fundamental solution, theinterface needs not to be divided into boundary elements during the boundary element analysisof bimaterial body, whiCh ensures more accurate results on or near the interface and improves thecomputational efficiency. The boundary element method of this paper is of some general uses dueto the bimaterial fundamental solution including the fundamental solutions of homogeneous body,i.e. Kelvin solution and that of half-plane body, i.e. Mindlin solution, as its special cases.In the paper, the boundary integral equations of displacements and the formulae of stressincrements of interior point in the elastoplastic boundary element method with bimaterial solutionare presented. The complete analytic expressions of the free terms relevant to the plastic strains inthe formulae of stress increments of interior point are obtained after very complicated derivations.These expressions consummate this method theoretically and are significant to the semi-analyticsolution of Cauchy principal value of singular region integral in the present method. Some difficulties occur when the plastic zone develops onto the interface and when using the approach ofconstant plastic strain field to solve the Cauchy principal values of singular cell connecting on theinterface as singular point lies on interface. These difficulties are overcome by usage of generalquadratic partially discontinuous boundary elements and general quadratic partially discontinuousinterior cells of quadrilateral. The degenerate transforms of local coordinate for solving the singularintegral on partially discontinuous cells are presented in detail as well. The method is illustratedby an example of rectangular bimaterial plate with a circular hole on the interface. It is provedby the numerical results that the present method is especially suitable for the numerical analysisof elastoplastic bimaterial interface or interface crack problems.
%K boundary element method
%K elastoplasticity
%K bimaterial
%K interface<br>边界元
%K 弹塑性
%K 双材料
%K 界面
%K 基本解
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=6E709DC38FA1D09A4B578DD0906875B5B44D4D294832BB8E&cid=5D344E2AD54D14F8&jid=4100DA4A1A3BA1B0CE5AD99AE1DFB420&aid=45963D10E2D1389046EB4EE36B8D6FD0&yid=B914830F5B1D1078&vid=4AD960B5AD2D111A&iid=94C357A881DFC066&sid=8DBE05486163BAB2&eid=03EE8EDD44A3D4BE&journal_id=0459-1879&journal_name=力学学报&referenced_num=0&reference_num=14