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Limiting parameters of forming round steel sheet, locally loaded by combined profile punch
Author(s) -
V. L Mikhaylova,
V. K. Petrov,
Л. Г. Сухомлинов
Publication year - 2015
Publication title -
izvestiâ mgtu "mami"
Language(s) - English
Resource type - Journals
eISSN - 2949-1428
pISSN - 2074-0530
DOI - 10.17816/2074-0530-67159
Subject(s) - rotational symmetry , finite element method , shell (structure) , limiting , structural engineering , materials science , action (physics) , composite material , geometry , engineering , physics , mechanical engineering , mathematics , quantum mechanics
There are shown the results of application of an axisymmetric rigid-plastic finite element membrane model to the analysis of a circular steel sheet stretching process under action of a punch with profile, which consists of two circular arcs with small radii. The failure of the deformed shell is computationally revealed in the form of strain localization.

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