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Lower bound static approach for the yield design of thick plates
Author(s) -
Bleyer J.,
Buhan P.
Publication year - 2014
Publication title -
international journal for numerical methods in engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.421
H-Index - 168
eISSN - 1097-0207
pISSN - 0029-5981
DOI - 10.1002/nme.4776
Subject(s) - bending moment , finite element method , discretization , shear (geology) , solver , structural engineering , limit (mathematics) , bending , yield (engineering) , limit analysis , shear and moment diagram , shear force , moment (physics) , upper and lower bounds , mathematics , mechanics , mathematical analysis , materials science , bending stiffness , engineering , mathematical optimization , physics , classical mechanics , composite material
SUMMARY The present work addresses the lower bound limit analysis (or yield design) of thick plates under shear‐bending interaction. Equilibrium finite elements are used to discretize the bending moment and the shear force fields. Different strength criteria, formulated in the five‐dimensional space of bending moment and shear force, are considered, one of them taking into account the interaction between bending and shear resistances. The criteria are chosen to be sufficiently simple so that the resulting optimization problem can be formulated as a second‐order cone programming problem (SOCP), which is solved by the dedicated solver MOSEK . The efficiency of the proposed finite element is illustrated by means of numerical examples on different plate geometries, for which the thin plate solutions as well as the pure shear solutions are accurately obtained as two different limit cases of the plate slenderness ratio. In particular, the proposed element exhibits a good behavior in the thin plate limit. Copyright © 2014 John Wiley & Sons, Ltd.