Adaptive coupling of the finite-element and scaled boundary finite-element methods for non-linear analysis of unbounded media

被引:24
作者
Doherty, JP
Deeks, AJ
机构
[1] WorleyParsons Ind & Infrastruct, Perth, WA 6000, Australia
[2] Univ Western Australia, Sch Civil & Resource Engn, Crawley, WA 6009, Australia
基金
澳大利亚研究理事会;
关键词
D O I
10.1016/j.compgeo.2005.07.001
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
A technique is developed for analysing elasto-plastic unbounded media by adaptively coupling the finite-element method with the scaled boundary finite-element method. The analysis begins with a finite-element mesh that tightly encloses the load-medium interface, capturing non-linearity in the very near field. The remainder of the problem is modelled accurately and efficiently using the semi-analytical scaled boundary finite-element method. Load increments are applied in the usual (finite-element) way and the plastic stress field grows outwards from the load-medium interface as the solution advances. If plasticity is detected at a Gauss point in the outer band of finite-elements, an additional band of finite-elements are added around the perimeter of the existing mesh and the scaled boundary finite-element domain is stepped out accordingly. This technique exploits the most attractive features of both the finite-element and scaled boundary finite-element methods. The technique is shown to be highly accurate and both user and computationally efficient. (c) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码:436 / 444
页数:9
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