Numerical Implementation of A Model With Directional Distortional HardeningSource: Journal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 012Author:René Marek
,
Jiří Plešek
,
Zbyněk Hrubý
,
Slavomír Parma
,
Heidi P. Feigenbaum
,
Yannis F. Dafalias
DOI: 10.1061/(ASCE)EM.1943-7889.0000954Publisher: American Society of Civil Engineers
Abstract: The presented work outlines and tests a finite-element (FE) implementation of a simple directional distortional hardening model. The evolution equations of internal variables are based on the Armstrong–Frederick evanescent memory-type hardening rule, and the associative flow rule is adopted. The directional distortion of the yield function is governed by the contraction of the backstress tensor with the so-called unit radial tensor, and incorporates a fixed scalar distortional parameter. Therefore, the variety of possible shapes of predicted subsequent yield surfaces is limited. The tangent stiffness–radial corrector method with fine subincrementation is used. This implementation is verified by comparing numerical results with analytical solutions pertinent to proportional load cases and semianalytical solutions for nonproportional loadings. The template of the whole implementation is included in the Appendix.
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| contributor author | René Marek | |
| contributor author | Jiří Plešek | |
| contributor author | Zbyněk Hrubý | |
| contributor author | Slavomír Parma | |
| contributor author | Heidi P. Feigenbaum | |
| contributor author | Yannis F. Dafalias | |
| date accessioned | 2017-05-08T22:30:49Z | |
| date available | 2017-05-08T22:30:49Z | |
| date copyright | December 2015 | |
| date issued | 2015 | |
| identifier other | 47710947.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/81828 | |
| description abstract | The presented work outlines and tests a finite-element (FE) implementation of a simple directional distortional hardening model. The evolution equations of internal variables are based on the Armstrong–Frederick evanescent memory-type hardening rule, and the associative flow rule is adopted. The directional distortion of the yield function is governed by the contraction of the backstress tensor with the so-called unit radial tensor, and incorporates a fixed scalar distortional parameter. Therefore, the variety of possible shapes of predicted subsequent yield surfaces is limited. The tangent stiffness–radial corrector method with fine subincrementation is used. This implementation is verified by comparing numerical results with analytical solutions pertinent to proportional load cases and semianalytical solutions for nonproportional loadings. The template of the whole implementation is included in the Appendix. | |
| publisher | American Society of Civil Engineers | |
| title | Numerical Implementation of A Model With Directional Distortional Hardening | |
| type | Journal Paper | |
| journal volume | 141 | |
| journal issue | 12 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)EM.1943-7889.0000954 | |
| tree | Journal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 012 | |
| contenttype | Fulltext |