Static and Dynamic Buckling of Thin-Walled Plate Structures
Autor Tomasz Kubiaken Limba Engleză Hardback – 10 iul 2013
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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Specificații
ISBN-13: 9783319006536
ISBN-10: 3319006533
Pagini: 196
Ilustrații: VI, 188 p. 142 illus., 99 illus. in color.
Dimensiuni: 160 x 241 x 16 mm
Greutate: 0.47 kg
Ediția:2013
Editura: Springer
Locul publicării:Cham, Switzerland
ISBN-10: 3319006533
Pagini: 196
Ilustrații: VI, 188 p. 142 illus., 99 illus. in color.
Dimensiuni: 160 x 241 x 16 mm
Greutate: 0.47 kg
Ediția:2013
Editura: Springer
Locul publicării:Cham, Switzerland
Public țintă
ResearchCuprins
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.
Textul de pe ultima copertă
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.
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.
Caracteristici
Deals with buckling and postbuckling behavior of thin plates and thin-walled structures Presents two distinct models which allow for a wider understanding of the phenomenon Allows to uncouple the phenomena occurring at the same time and to estimate their impact on the final result Includes supplementary material: sn.pub/extras