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From:
Eirik Byklum (1), Eivind Steen (1) and Jørgen Amdahl (2)
(1) Det Norske Veritas, Maritime Technology and Production Centre, Veritasveien 1, N-1322, Høvik, Norway
(2) Department of Marine Structures, Norwegian University of Science and Technology, N-7491, Trondheim, Norway
“A semi-analytical model for global buckling and postbuckling analysis of stiffened panels”, Thin-Walled Structures, Vol. 42, No. 5, May 2004, pp. 701-717, doi:10.1016/j.tws.2003.12.006
ABSTRACT: A computational model for global buckling and postbuckling analysis of stiffened panels is derived. The loads considered are biaxial in-plane compression or tension, shear, and lateral pressure. Deflections are assumed in the form of trigonometric function series, and the principle of stationary potential energy is used for deriving the equilibrium equations. Lateral pressure is accounted for by taking the deflection as a combination of a clamped and a simply supported deflection mode. The global buckling model is based on Marguerre’s nonlinear plate theory, by deriving a set of anisotropic stiffness coefficients to account for the plate stiffening. Local buckling is treated in a separate local model developed previously. The anisotropic stiffness coefficients used in the global model are derived from the local analysis. Together, the two models provide a tool for buckling assessment of stiffened panels. Implemented in the computer code PULS, developed at Det Norske Veritas, local and global stresses are combined in an incremental procedure. Ultimate limit state estimates for design are obtained by calculating the stresses at certain critical points, and using the onset of yielding due to membrane stress as the limiting criterion.
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