An efficient method for elasto-static analysis of rigid circular footings

被引：0
|
作者：
Doherty, JP [1 ]
Deeks, AJ [1 ]
机构：
[1] Univ Western Australia, Sch Civil & Resource Engn, Nedlands, WA 6009, Australia
来源：
COMPUTATIONAL FLUID AND SOLID MECHANICS 2003, VOLS 1 AND 2, PROCEEDINGS | 2003年
关键词：
scaled boundary finite-element method; axisymmetric; Fourier series; circular footing;
D O I：
暂无
中图分类号：
O3 [力学];
学科分类号：
08 ; 0801 ;
摘要：
A novel semi-analytical approach to continuum mechanics, known as the scaled boundary finite-element method, is introduced for elasto-static problems involving an unbounded axisymmetric domain subject to general loading. The efficiency and accuracy of the method is demonstrated through a study showing the convergence of the computed solutions to well known analytical solutions for the vertical, horizontal, moment and torsional loading of a rigid circular footing on the surface of a,homogeneous elastic half-space.
引用
收藏
页码：234 / 237
页数：4
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