URI | http://purl.tuc.gr/dl/dias/BE1C68AB-16F0-44DE-AB8A-9B7647758596 | - |
Αναγνωριστικό | https://link.springer.com/chapter/10.1007/978-3-319-59810-9_6 | - |
Αναγνωριστικό | https://doi.org/10.1007/978-3-319-59810-9_6 | - |
Γλώσσα | en | - |
Μέγεθος | 19 pages | en |
Τίτλος | Shakedown analysis under stochastic uncertainty by chance constrained programming | en |
Δημιουργός | Trân Ngoc Trình | en |
Δημιουργός | Trần Thanh Ngoc | en |
Δημιουργός | Matthies Hermann Georg | en |
Δημιουργός | Stavroulakis Georgios | en |
Δημιουργός | Σταυρουλακης Γεωργιος | el |
Δημιουργός | Staat M. | en |
Εκδότης | Springer Verlag | en |
Περίληψη | In this paper we propose a stochastic programming method to analyse limit and shakedown of structures under uncertainty condition of strength. Based on the duality theory, the shakedown load multiplier formulated by the kinematic theorem is proved actually to be the dual form of the shakedown load multiplier formulated by static theorem. In this investigation a dual chance constrained programming algorithm is developed to calculate simultaneously both the upper and lower bounds of the plastic collapse limit and the shakedown limit. The edge-based smoothed finite element method (ES-FEM) with three-node linear triangular elements is used for structural analysis | en |
Τύπος | Κεφάλαιο σε Βιβλίο | el |
Τύπος | Book Chapter | en |
Άδεια Χρήσης | http://creativecommons.org/licenses/by/4.0/ | en |
Ημερομηνία | 2018-04-18 | - |
Ημερομηνία Δημοσίευσης | 2017 | - |
Θεματική Κατηγορία | Stochastic programming | en |
Θεματική Κατηγορία | Finite element method | en |
Βιβλιογραφική Αναφορά | N.T. Tran, T.N. Tran, H. G. Matthies, G. E. Stavroulakis and M. Staat, "Shakedown analysis under stochastic uncertainty by chance constrained programming," in Advances in Direct Methods for Materials and Structures. Switzerland: Springer, 2018, pp. 85-103. doi: 10.1007/978-3-319-59810-9-6 | en |
Τίτλος Βιβλίου | Advances in Direct Methods for Materials and Structures | en |
Σειρά Βιβλίου | | en |