contributor author | N. Ghosh | |
contributor author | H. Rajiyah | |
contributor author | S. Ghosh | |
contributor author | S. Mukherjee | |
date accessioned | 2017-05-08T23:21:54Z | |
date available | 2017-05-08T23:21:54Z | |
date copyright | March, 1986 | |
date issued | 1986 | |
identifier issn | 0021-8936 | |
identifier other | JAMCAV-26265#69_1.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/100841 | |
description abstract | A new boundary element formulation for linear elasticity problems is presented in this paper. The standard formulation for planar problems uses two kernels — one of which is logarithmic singular and the other is 1/r singular, where r is the distance between a source and a field point. The new formulation avoids the use of the strongly singular kernel so that both kernels are now only logarithmic singular. The new formulation has several potential advantages over the standard one, the most significant of which is that it delivers stresses accurately at internal points which are extremely close to the boundary of a body. Numerical results for sample problems, from each of the formulations, are presented and compared here. | |
publisher | The American Society of Mechanical Engineers (ASME) | |
title | A New Boundary Element Method Formulation for Linear Elasticity | |
type | Journal Paper | |
journal volume | 53 | |
journal issue | 1 | |
journal title | Journal of Applied Mechanics | |
identifier doi | 10.1115/1.3171741 | |
journal fristpage | 69 | |
journal lastpage | 76 | |
identifier eissn | 1528-9036 | |
keywords | Elasticity | |
keywords | Boundary element methods AND Stress | |
tree | Journal of Applied Mechanics:;1986:;volume( 053 ):;issue: 001 | |
contenttype | Fulltext | |