The scaled boundary finite-element method - A primer: Derivations

被引:0
|
作者
Wolf, JP [1 ]
Song, C [1 ]
机构
[1] ETH Zurich, Dept Civil Engn, Inst Hydraul & Energy, CH-1015 Lausanne, Switzerland
关键词
boundary element; dynamics; finite element; radiation condition; soil-structure interaction; wave motion;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The scaled boundary finite-element method is a semianalytical fundamental-solution-less boundary-element method based solely on finite elements. Using the simplest wave propagation problem and discretizing the boundary with a two-node line finite element, which preserves all essential features, two derivations of the scaled boundary finite-element equations in displacement and dynamic stiffness are presented. In the first, the scaled-boundary-transformation-based derivation, the new local coordinate system consists of the distance measured from the so-called scaling centre and the circumferential directions defined on the surface finite element. The governing partial differential equations are transformed to ordinary differential equations by applying the weighted-residual technique. The boundary conditions are conveniently formulated in the local coordinates. In the second, the mechanically-based derivation, a similar fictitious boundary is introduced. A finite-element cell is constructed between the two boundaries. Standard finite-element assemblage and similarity lead to the scaled boundary finite-element equations after performing the limit of the cell width towards zero analytically.
引用
收藏
页码:29 / 46
页数:18
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