| contributor author | Antonio Rodríguez-Ferran | |
| contributor author | Antonio Huerta | |
| date accessioned | 2017-05-08T22:38:58Z | |
| date available | 2017-05-08T22:38:58Z | |
| date copyright | June 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%290733-9399%281999%29125%3A6%28715%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/85018 | |
| description abstract | The behavior of two stress update algorithms for shear-free large deformation paths is analyzed. The first algorithm has a truncation error of order 1. The second algorithm has a truncation error of order 2. As a consequence, the global performance of the second algorithm is clearly superior. However, for the particular case of shear-free deformation paths, the first algorithm correctly predicts null shear stresses, while the second one does not. This behavior was reported in a previous paper for an extension-rotation test. In this note a general shear-free deformation path is considered in full detail. | |
| publisher | American Society of Civil Engineers | |
| title | Accuracy of Two Stress Update Algorithms for Shear-Free Large Deformation Paths | |
| type | Journal Paper | |
| journal volume | 125 | |
| journal issue | 6 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1999)125:6(715) | |
| tree | Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 006 | |
| contenttype | Fulltext | |
