Simple Experimentally Motivated Cyclic Plasticity ModelSource: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 003Author:David L. McDowell
DOI: 10.1061/(ASCE)0733-9399(1987)113:3(378)Publisher: American Society of Civil Engineers
Abstract: A two‐surface cyclic plasticity theory is presented with refinements based on analysis of nonproportional cyclic plasticity data. It is shown that the model accurately correlates nonproportional cyclic stress‐strain response, yet the model structure is simplified compared to previous models. New contributions include a more general isotropic hardening rule that reflects additional nonproportional hardening, and a more accurate plastic modulus representation for nonproportional loading. A kinematic hardening rule is used, which reflects experimental observations of backstress translation direction being related to deviatoric stress rate. Transient stress‐strain behavior from four axial torsional nonproportional loading blocks is predicted.
|
Collections
Show full item record
| contributor author | David L. McDowell | |
| date accessioned | 2017-05-08T22:17:06Z | |
| date available | 2017-05-08T22:17:06Z | |
| date copyright | March 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9399%281987%29113%3A3%28378%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/76220 | |
| description abstract | A two‐surface cyclic plasticity theory is presented with refinements based on analysis of nonproportional cyclic plasticity data. It is shown that the model accurately correlates nonproportional cyclic stress‐strain response, yet the model structure is simplified compared to previous models. New contributions include a more general isotropic hardening rule that reflects additional nonproportional hardening, and a more accurate plastic modulus representation for nonproportional loading. A kinematic hardening rule is used, which reflects experimental observations of backstress translation direction being related to deviatoric stress rate. Transient stress‐strain behavior from four axial torsional nonproportional loading blocks is predicted. | |
| publisher | American Society of Civil Engineers | |
| title | Simple Experimentally Motivated Cyclic Plasticity Model | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 3 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1987)113:3(378) | |
| tree | Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 003 | |
| contenttype | Fulltext |