| contributor author | Wilfred D. Iwan | |
| contributor author | Paul J. Yoder | |
| date accessioned | 2017-05-08T22:03:49Z | |
| date available | 2017-05-08T22:03:49Z | |
| date copyright | February 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9399%281983%29109%3A1%28231%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/70220 | |
| description abstract | A computational algorithm based upon a strain‐space formulation of plasticity is tested for accuracy in the case of perfect plasticity. A new strategy for updating the position of the relaxation surface is presented and compared with other strategies employed in stress‐space. The algorithm is coupled with a finite element program and used to investigate the response of a vertically loaded foundation resting on an elastic half‐space. The results are compared to those obtained using an accepted stress‐space algorithm. | |
| publisher | American Society of Civil Engineers | |
| title | Computational Aspects of Strain‐Space Plasticity | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 1 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1983)109:1(231) | |
| tree | Journal of Engineering Mechanics:;1983:;Volume ( 109 ):;issue: 001 | |
| contenttype | Fulltext | |
