| contributor author | P. K. Banerjee | |
| contributor author | S. T. Raveendra | |
| date accessioned | 2017-05-08T22:16:57Z | |
| date available | 2017-05-08T22:16:57Z | |
| date copyright | February 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9399%281987%29113%3A2%28252%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/76109 | |
| description abstract | A new approach is outlined for BEM formulations for elastoplasticity, which exploits certain features of the constitutive relationships involved. The unknown nonlinear terms in the interior are now defined as scalar variables. A new direct numerical solution scheme comparable to the variable stiffness method used in the finite element analyses has been developed and applied to a number ol standard plasticity problems. | |
| publisher | American Society of Civil Engineers | |
| title | New Boundary Element Formulation for 2‐D Elastoplastic Analysis | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 2 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1987)113:2(252) | |
| tree | Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 002 | |
| contenttype | Fulltext | |
