A simplification for shakedown analysis of hardening structures. Phạm, P., T. & Staat, M. In YIC GACM 2015, 3rd ECCOMAS Young Investigators Conference, 6th GACM Colloquium, Aachen, Germany, July 20-23, 2015, 2015. abstract bibtex This paper introduces a simplified way to determine the shakedown load multiplier of bounded linearly kinematic hardening structures. The simplification is based on the shakedown solution for elastic-perfectly plastic structures. The numerical results show that the simplified way gives good results, compared to results from upper bound shakedown algorithm for bounded linearly kinematic hardening structures.
@inproceedings{
title = {A simplification for shakedown analysis of hardening structures},
type = {inproceedings},
year = {2015},
keywords = {Dual algorithm,Kinematic hardening,Shakedown,Upper bound},
city = {Aachen, Germany},
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created = {2015-07-25T15:26:18.000Z},
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last_modified = {2017-03-14T23:34:32.861Z},
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abstract = {This paper introduces a simplified way to determine the shakedown load multiplier of bounded linearly kinematic hardening structures. The simplification is based on the shakedown solution for elastic-perfectly plastic structures. The numerical results show that the simplified way gives good results, compared to results from upper bound shakedown algorithm for bounded linearly kinematic hardening structures.},
bibtype = {inproceedings},
author = {Phạm, Phú Tình and Staat, Manfred},
booktitle = {YIC GACM 2015, 3rd ECCOMAS Young Investigators Conference, 6th GACM Colloquium, Aachen, Germany, July 20-23, 2015}
}
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