找回密码
 To register

QQ登录

只需一步,快速开始

扫一扫,访问微社区

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

[复制链接]
楼主: 哪能仁慈
发表于 2025-3-30 12:13:18 | 显示全部楼层
978-3-662-11272-4Springer-Verlag Berlin Heidelberg 1981
发表于 2025-3-30 15:48:08 | 显示全部楼层
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.
发表于 2025-3-30 20:16:18 | 显示全部楼层
发表于 2025-3-30 21:28:19 | 显示全部楼层
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
发表于 2025-3-31 01:06:16 | 显示全部楼层
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
发表于 2025-3-31 06:01:38 | 显示全部楼层
发表于 2025-3-31 10:15:29 | 显示全部楼层
发表于 2025-3-31 13:30:41 | 显示全部楼层
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
发表于 2025-3-31 19:18:21 | 显示全部楼层
发表于 2025-4-1 00:46:33 | 显示全部楼层
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
 关于派博传思  派博传思旗下网站  友情链接
派博传思介绍 公司地理位置 论文服务流程 影响因子官网 SITEMAP 大讲堂 北京大学 Oxford Uni. Harvard Uni.
发展历史沿革 期刊点评 投稿经验总结 SCIENCEGARD IMPACTFACTOR 派博系数 清华大学 Yale Uni. Stanford Uni.
|Archiver|手机版|小黑屋| 派博传思国际 ( 京公网安备110108008328) GMT+8, 2025-6-12 17:50
Copyright © 2001-2015 派博传思   京公网安备110108008328 版权所有 All rights reserved
快速回复 返回顶部 返回列表