Elastic shear buckling capacity of the longitudinally stiffened flat panels (CROSBI ID 623354)
Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija
Podaci o odgovornosti
Kitarović, Stanislav ; Andrić, Jerolim ; Pirić, Karlo
engleski
Elastic shear buckling capacity of the longitudinally stiffened flat panels
Various feasible approaches to the increase of the flat plate elastic shear buckling capacity are investigated. Based on derived theoretical envelopes of the considered approaches, stiffening parallel to the longer plate edges is identified as the most effective approach to the considered problem. An accompanying analytical formulation is approximated in a form convenient for utilization in structural analysis and design of the plated structures. All derived conclusions and proposed formulations are based on results of the numerous rationally designed numerical simulations utilizing the finite element method.
Elastic shear buckling ; (un)stiffened panel ; finite element method
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Podaci o prilogu
463-471.
2015.
objavljeno
Podaci o matičnoj publikaciji
5th International Conference on Marine Structures Analysis and Design of Marine Structures : proceedings
Guedes Soares & Shenoi
London : Delhi: Taylor & Francis
978-1-138-02789-3
Podaci o skupu
International Conference on Marine Structures (5 ; 2015)
predavanje
25.03.2015-27.03.2015
Southampton, Ujedinjeno Kraljevstvo