| contributor author | Dunja Perić | |
| contributor author | Kenneth Runesson | |
| contributor author | Stein Sture | |
| date accessioned | 2017-05-08T20:36:54Z | |
| date available | 2017-05-08T20:36:54Z | |
| date copyright | April 1993 | |
| date issued | 1993 | |
| identifier other | %28asce%290733-9410%281993%29119%3A4%28639%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21249 | |
| description abstract | Conditions for plastic localization, in terms of the possibility for discontinuous bifurcations of the incremental strain rate field, are given for the MRS‐Lade model. The susceptibility to bifurcation is examined along various loading paths for the selected medium dense sand. It is shown that the stress states that are achieved in the conventional triaxial compression (CTC) test are the least susceptible to bifurcation, since there will be no possibility for bifurcation throughout the entire loading history (including hardening and softening regions). Contrasting this behavior, plane strain states (PSA and PSP) admit a possibility for bifurcation already in the hardening regime. Consequently, it is expected that accurate predictions of the global load‐displacement response for specimens loaded under plane strain conditions cannot be obtained at the constitutive level, where it is assumed that the state of deformation is homogeneous. | |
| publisher | American Society of Civil Engineers | |
| title | Prediction of Plastic Localization Using MRS‐Lade Model | |
| type | Journal Paper | |
| journal volume | 119 | |
| journal issue | 4 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1993)119:4(639) | |
| tree | Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 004 | |
| contenttype | Fulltext | |