Titlebook: Static and Dynamic Buckling of Thin-Walled Plate Structures; Tomasz Kubiak Book 2013 Springer International Publishing Switzerland 2013 Bu

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Girders, Beams Subjected to Pure Bending,eams with channel sections are considered. The part of multi-segment girders between two diaphragms is taken into account. The structures under analysis are made of isotropic or orthotropic material. The calculations were made with finite element method software and analytical-numerical method—the obtained results were compared.

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Introduction,The subject of this monograph is a study of buckling and postbuckling behaviour of thin plates and thin-walled structures with flat walls, subjected to static and dynamic load.

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Thin-Walled Columns,The chapter deals with static buckling, postbuckling behaviour and dynamic buckling of thin-walled column with open cross-section made of isotropic and orthotropic material. The analysed columns were subjected to compressed load. The results was obtained using finite element method and analytical-numerical method.

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understanding of the phenomenon.Allows to uncouple the phenThis monograph deals with buckling and postbuckling behavior of thin plates and thin-walled structures with flat wall subjected to static and dynamic load. The investigations are carried out in elastic range..The basic assumption here is th

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Finite Element Method,sed on the analytical–numerical method, it is important to create an appropriate model. A properly chosen finite element type, a rational mesh density and appropriate boundary conditions play a significant role in obtaining the calculation results close to the reality.