Static and Dynamic Buckling of Thin-Walled Plate Structures
Language: English
Published by Springer, 2013
- Hardcover
- New

Seller: Revaluation Books, Exeter, United KingdomRevaluation Books
AbeBooks seller since January 6, 2003
Condition: New
US$ 176.72
Quantity: 2 available
Add to basketItem description from seller
2013 edition. 250 pages. 9.25x6.25x0.75 inches. In Stock.
Seller Inventory # x-3319006533
- Title
- Static and Dynamic Buckling of Thin-Walled Plate Structures
- Author
- Kubiak, Tomasz (Author)
- Publisher
- Springer
- Publication year
- 2013
- Condition
- Brand New
- Binding
- Hardcover
- Language
- English
- ISBN 10
- 3319006533
- ISBN 13
- 9783319006536
- Item weight
- 0.46 kilograms
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.
"Synopsis" may belong to another edition of this title.
From the Back Cover
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.
"About the title" may belong to another edition of this title.
Revaluation Books
Exeter, United Kingdom
AbeBooks seller since January 6, 2003
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Edward Bowditch Ltd
Exstowe, Exton
Exeter, United Kingdom EX3 0PP
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