Static and Dynamic Buckling of Thin-Walled Plate Structures

This 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 the� thin plate theory. This method is used to determination t...

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Bibliographic Details
Main Author: Kubiak, Tomasz. (Author)
Corporate Author: SpringerLink (Online service)
Format: Electronic
Language:English
Published: Heidelberg : Springer International Publishing : Imprint: Springer, 2013.
Subjects:
Online Access:https://ezaccess.library.uitm.edu.my/login?url=http://dx.doi.org/10.1007/978-3-319-00654-3
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245 1 0 |a Static and Dynamic Buckling of Thin-Walled Plate Structures  |c by Tomasz Kubiak.  |h [electronic resource] / 
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300 # # |a VI, 188 p. 142 illus., 99 illus. in color.  |b online resource. 
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505 0 # |a Introduction -- Theory Of Thin Plates For Laminates -- Analytical Numerical Method -- Dynamic Buckling -- Thin Plates -- Thin-Walled Columns -- Girders Subjected To Pure Bending -- Thin-Walled Girders Subjected To Torsion -- Thin-Walled Girders Subjected To Combined Load. 
520 # # |a This 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 the� thin plate theory. This method is used to determination the buckling load and postbuckling analysis of thin-walled structures subjected to static and dynamic load. The book introduces two methods for static and dynamic buckling investigation which allow for a wider understanding of the phenomenon. Two different methods also can allow uncoupling of the phenomena occurring at the same time and attempt to estimate their impact on the final result. A general mathematical model, adopted in proposed analytical-numerical method, enables the consideration of all types of stability loss i.e.local, global and interactive forms of buckling. The applied numerical-numerical method includes adjacent of walls, shear-lag phenomenon and a deplanation of cross-sections. 
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