
@Article{cmes.2005.008.231,
AUTHOR = {Chein-Shan Liu},
TITLE = {Computational Applications of the Poincaré Group on the Elastoplasticity with Kinematic Hardening},
JOURNAL = {Computer Modeling in Engineering \& Sciences},
VOLUME = {8},
YEAR = {2005},
NUMBER = {3},
PAGES = {231--258},
URL = {http://www.techscience.com/CMES/v8n3/29748},
ISSN = {1526-1506},
ABSTRACT = {Using a group-theoretical approach in the Minkowski space we explore kinematic hardening rules from a viewpoint of the Poincaré group. The resultant models possess two intrinsic times <i>q<sub>0</sub><sup style="margin-left:-5px">a</sup></i> and <i>q<sub>0</sub><sup style="margin-left:-5px">b</sup></i>; the first <i>q<sub>0</sub><sup style="margin-left:-5px">a</sup></i> controls the on/off switch of plasticity, and the second <i>q<sub>0</sub><sup style="margin-left:-5px">b</sup></i> controls the pace of back stress during plastic deformation. We find that some existent kinematic hardening rules, including the modifications from the Armstrong-Frederick kinematic hardening rule, can be categorized into type I, type II and type III, which correspond respectively to <i>q<sub>0</sub><sup style="margin-left:-5px">b</sup></i> = 0, <i>q<sub>0</sub><sup style="margin-left:-5px">b</sup></i> = <i>q<sub>0</sub><sup style="margin-left:-5px">a</sup></i> and <i>q<sub>0</sub><sup style="margin-left:-5px">b</sup></i> ≠ <i>q<sub>0</sub><sup style="margin-left:-5px">a</sup></i>. Based on group properties, the numerical computations of models' responses are derived, which can automatically update the stress points located on the yield surface at every time step without needing of iteration, and some examples are plotted to show models' behaviors.},
DOI = {10.3970/cmes.2005.008.231}
}



