This chapter presents the basic configurations of stiffened panels commonly used in ship construction. A comprehensive analysis of buckling of stiffened panels is introduced. Global and local buckling modes of deformation of stiffened panels are given. The commonly used idealizations of boundary support conditions of ship plating are clarified. The basic equations of plate buckling for various boundary conditions and different loading combinations are presented. Interaction equations of buckling of plating subjected to a variety of combined loading systems are given. The non-uniform in-plane compressive loadings are idealized by the combined loadings of uniform compression and pure bending. The various boundary conditions commonly assumed for girders and plating are given. The general modes of buckling of face plates and web plates of girders are illustrated. General modes of buckling deformation of longitudinals and plating are illustrated. Post-buckling strength of plating is introduced. Ultimate stress of simply supported plate panels is given. The concept of effective width of plating is clarified.
Buckling of Stiffened Panels
Buckling of Ship Structures ; Kapitel : 11 ; 267-304
2013-01-01
38 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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