Static and Dynamic Buckling of Thin-Walled Plate Structures

Nonfiction, Science & Nature, Science, Physics, Mechanics, Computers, Advanced Computing, Computer Science, Technology
Cover of the book Static and Dynamic Buckling of Thin-Walled Plate Structures by Tomasz Kubiak, Springer International Publishing
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Author: Tomasz Kubiak ISBN: 9783319006543
Publisher: Springer International Publishing Publication: June 28, 2013
Imprint: Springer Language: English
Author: Tomasz Kubiak
ISBN: 9783319006543
Publisher: Springer International Publishing
Publication: June 28, 2013
Imprint: Springer
Language: English

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 theĀ  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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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 theĀ  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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