@inproceedings{
 title = {Direct plastic structural design by chance constrained programming},
 type = {inproceedings},
 year = {2018},
 pages = {3992-4003},
 websites = {http://www.eccm-ecfd2018.org/admin/files/filePaper/p1777.pdf},
 publisher = {International Center for Numerical Methods in Engineering (CIMNE) Barcelona, Spain},
 city = {Glasgow},
 id = {19623750-64f2-33a2-b535-1f0539dc81da},
 created = {2018-05-30T05:24:08.515Z},
 file_attached = {false},
 profile_id = {93ec0d5b-403c-3f87-b702-40b6362f05e6},
 last_modified = {2021-06-21T14:05:53.056Z},
 read = {false},
 starred = {false},
 authored = {true},
 confirmed = {true},
 hidden = {false},
 citation_key = {Tran2018},
 private_publication = {false},
 abstract = {We propose a stochastic programming method to analyse limit and shakedown of structures under random strength with lognormal distribution. 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 or the shakedown limit. The edge-based smoothed finite element method (ES-FEM) using three-node linear triangular elements is used.},
 bibtype = {inproceedings},
 author = {Trần, Ngọc Trình and Matthies, Hermann G. and Stavroulakis, Georgios Eleftherios and Staat, Manfred},
 editor = {Owen, Roger and de Borst, René and Reese, Jason and Pearce, Chris},
 booktitle = {6th European Conference on Computational Mechanics (ECCM 6), 7th European Conference on Computational Fluid Dynamics (ECFD 7)}
}

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