The scaled boundary finite-element method - Alias consistent infinitesimal finite-element cell method - For unbounded media

被引:0
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作者
Song, CM [1 ]
Wolf, JP [1 ]
机构
[1] Swiss Fed Inst Technol, Dept Civil Engn, Inst Hydraul & Energy, CH-1015 Lausanne, Switzerland
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中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The scaled boundary finite-element method, alias the consistent infinitesimal finite-element cell method, is developed. The governing partial differential equations of linear elastodynamics are transformed to a system of linear second-order ordinary differential equations of displacements as functions of the radial coordinate. Introducing the definition of the dynamic stiffness a system of nonlinear first-order ordinary differential equations of the dynamic-stiffness matrix as functions of frequency results. The asymptotic expansion for high frequency yields the boundary condition satisfying the radiation condition. In an application only the boundary of the medium is discretized with surface finite elements yielding a reduction of the spatial dimension by one. No fundamental solution is necessary, and thus no singular integrals must be evaluated. General anisotropic material is analysed without any increase in computational effort. Boundary conditions on free surfaces and on interfaces between different materials are enforced exactly without any discretization. This method is exact in the radial direction and converges to the exact solution in the finite-element sense in the circumferential directions.
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页码:71 / 94
页数:24
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