Finite element method computations in unbounded domains with nonzero but uniform far field decay

被引:2
|
作者
Kumar, P [1 ]
机构
[1] Cent Bldg Res Inst, Struct Engn Div, Roorkee 247667, Uttar Pradesh, India
关键词
finite element method; infinite elements; stress analysis; tunnels; underground openings;
D O I
10.1016/S0045-7949(99)00108-X
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The infinite elements were invented to extend the applicability of finite element method to large class of unbounded domain problems, which occur in abundance in engineering and science. The existing slate of the art on infinite elements is adequate to solve unbounded problems provided the variables of analysis decay to zero at infinity. Not enough problems and computational experience are available to achieve the same when the decay to infinity is nonzero. This paper presents the problem of excavation of a circular underground opening in a medium with non-hydrostatic initial stress field. Since the stresses at infinity are not zero, the conventional infinite element implementation leads to erroneous results. This is effectively corrected by the suggested strategy. (C) 2000 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:457 / 462
页数:6
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