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...

Πλήρης περιγραφή

Λεπτομέρειες βιβλιογραφικής εγγραφής
Κύριος συγγραφέας: Kubiak, Tomasz (Συγγραφέας)
Συγγραφή απο Οργανισμό/Αρχή: SpringerLink (Online service)
Μορφή: Ηλεκτρονική πηγή Ηλ. βιβλίο
Γλώσσα:English
Έκδοση: Heidelberg : Springer International Publishing : Imprint: Springer, 2013.
Θέματα:
Διαθέσιμο Online:Full Text via HEAL-Link
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020 |a 9783319006543  |9 978-3-319-00654-3 
024 7 |a 10.1007/978-3-319-00654-3  |2 doi 
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100 1 |a Kubiak, Tomasz.  |e author. 
245 1 0 |a Static and Dynamic Buckling of Thin-Walled Plate Structures  |h [electronic resource] /  |c by Tomasz Kubiak. 
264 1 |a Heidelberg :  |b Springer International Publishing :  |b Imprint: Springer,  |c 2013. 
300 |a VI, 188 p. 142 illus., 99 illus. in color.  |b online resource. 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
347 |a text file  |b PDF  |2 rda 
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. 
650 0 |a Engineering. 
650 0 |a Computer mathematics. 
650 0 |a Continuum mechanics. 
650 1 4 |a Engineering. 
650 2 4 |a Continuum Mechanics and Mechanics of Materials. 
650 2 4 |a Computational Science and Engineering. 
710 2 |a SpringerLink (Online service) 
773 0 |t Springer eBooks 
776 0 8 |i Printed edition:  |z 9783319006536 
856 4 0 |u http://dx.doi.org/10.1007/978-3-319-00654-3  |z Full Text via HEAL-Link 
912 |a ZDB-2-ENG 
950 |a Engineering (Springer-11647)