@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},
 id = {c2c77c68-a5b5-3127-b10e-c45e948137e5},
 created = {2015-07-25T15:26:18.000Z},
 file_attached = {false},
 profile_id = {93ec0d5b-403c-3f87-b702-40b6362f05e6},
 last_modified = {2017-03-14T23:34:32.861Z},
 read = {false},
 starred = {false},
 authored = {true},
 confirmed = {true},
 hidden = {false},
 citation_key = {Pham2015},
 private_publication = {false},
 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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