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Numerical Analysis and Experimental Study of Buckling Behavior of Steel Cylindrical Panels
Author(s) -
Shariati M.,
Sedighi M.,
Saemi J.,
Poorfar A. K.
Publication year - 2011
Publication title -
steel research international
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.603
H-Index - 49
eISSN - 1869-344X
pISSN - 1611-3683
DOI - 10.1002/srin.201000071
Subject(s) - buckling , finite element method , structural engineering , materials science , numerical analysis , boundary value problem , computer simulation , mechanics , composite material , engineering , mathematics , physics , mathematical analysis
The effects of the length, sector angle and different boundary conditions on the buckling load and post buckling behavior of cylindrical panels have been investigated using experimental and numerical methods. The experimental tests have been performed using a servo hydraulic machine and for numerical analysis, Abaqus finite element package has been used. The numerical results are in good agreement with the experimental tests.