A symmetric boundary integral approach to transient poroelastic analysis

被引:0
|
作者
E. Pan
G. Maier
机构
[1] Dept. of Civil Engineering,
[2] Univ. of Colorado,undefined
[3] Boulder,undefined
[4] CO 80309,undefined
[5] USA,undefined
[6] Dept. of Structural Engineering,undefined
[7] Politecnico of Milan,undefined
[8] 20133,undefined
[9] Milan,undefined
[10] Italy,undefined
来源
Computational Mechanics | 1997年 / 19卷
关键词
Integral Equation; Integral Operator; Boundary Element; Bilinear Form; Approximation Preserve;
D O I
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学科分类号
摘要
 The problem of the transient quasi-static analysis of a poroelastic body subjected to a history of external actions is formulated in terms of four boundary integral equations, using time-dependent Green's functions of the “free” poroelastic space. Some of these Green's functions, not available in the literature are derived “ad hoc”. The boundary integral operator constructed is shown to be symmetric with respect to a time-convolutive bilinear form so that the boundary solution is characterized by a variational property and its approximation preserving symmetry can be achieved by a Galerkin boundary element procedure.
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页码:169 / 178
页数:9
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