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Titlebook: Boundary Element Methods; Proceedings of the T Carlos A. Brebbia Conference proceedings 1981 Springer-Verlag Berlin Heidelberg 1981 Boundar

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樓主: 哪能仁慈
51#
發(fā)表于 2025-3-30 12:13:18 | 只看該作者
978-3-662-11272-4Springer-Verlag Berlin Heidelberg 1981
52#
發(fā)表于 2025-3-30 15:48:08 | 只看該作者
Boundary Element Solutions to the Eddy Current Problemmed into a Fredholm Integral equation which involves the unknown vector potential and its normal derivative at the boundary. A set of simultaneous equations is found which approximates the integral. Results are compared to a finite element solution for a sample problem.
53#
發(fā)表于 2025-3-30 20:16:18 | 只看該作者
54#
發(fā)表于 2025-3-30 21:28:19 | 只看該作者
The Application of Boundary Elements to Steady and Unsteady Potential Fluid Flow Problems in Two andvelocity potential satisfies the Laplace or Poisson equation. This potential can be found by solving the linear equations resulting from a discretisation of the boundary integral equation..The velocity potential for unsteady fluid flow can be found by solving the three-dimensional wave equation. The
55#
發(fā)表于 2025-3-31 01:06:16 | 只看該作者
Computing Strategy in the Integral Equation Solution of Limiting Gravity Waves in Water line. The crest is then angled rather than rounded, with an included angle of 12O°, implying a singularity of order 2/3 in the complex potential plane..An integral equation technique, employing two leading terms to represent the crest, has been successfully used by the author to generate definitive
56#
發(fā)表于 2025-3-31 06:01:38 | 只看該作者
57#
發(fā)表于 2025-3-31 10:15:29 | 只看該作者
58#
發(fā)表于 2025-3-31 13:30:41 | 只看該作者
A Boundary Element Formulation of Problems in Linear Isotropic Elasticity with Body Forcesnder analysis is limited to surface loading, since it is necessary to discretize only the boundary of the body and not the whole domain as must be done when using a technique such as the Finite Element Method (FEM). When body forces are present these have usually been handled by evaluating a domain
59#
發(fā)表于 2025-3-31 19:18:21 | 只看該作者
60#
發(fā)表于 2025-4-1 00:46:33 | 只看該作者
A Unified Second Order Boundary Element Method for Structures Analysisate or instable results, due to the geometrical and/or loading singularities..High gradients zones (even very localized) are precisely damaging areas, especially responsible for fatigue collapses. Therefore, it seems particularly interesting to introduce a better modelization in order to eliminate t
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