LEADER 03365nam  22006255  450 
001 9910437902903321
005 20200706220559.0
010   $a3-319-00654-1
024 7 $a10.1007/978-3-319-00654-3
035   $a(CKB)2670000000403417
035   $a(EBL)1317678
035   $a(OCoLC)854976115
035   $a(SSID)ssj0000962423
035   $a(PQKBManifestationID)11974936
035   $a(PQKBTitleCode)TC0000962423
035   $a(PQKBWorkID)10969634
035   $a(PQKB)11175662
035   $a(DE-He213)978-3-319-00654-3
035   $a(MiAaPQ)EBC1317678
035   $a(PPN)172422620
035   $a(EXLCZ)992670000000403417
100   $a20130703d2013      u|             0
101 0 $aeng
135   $aur|n|---|||||
181   $ctxt
182   $cc
183   $acr
200 10$aStatic and Dynamic Buckling of Thin-Walled Plate Structures$b[electronic resource] /$fby Tomasz Kubiak
205   $a1st ed. 2013.
210  1$aCham :$cSpringer International Publishing :$cImprint: Springer,$d2013.
215   $a1 online resource (190 p.)
300   $aDescription based upon print version of record.
311   $a3-319-00653-3 
320   $aIncludes bibliographical references.
327   $aIntroduction -- 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.
330   $aThis 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.
606   $aMechanics
606   $aMechanics, Applied
606   $aComputer mathematics
606   $aSolid Mechanics$3https://scigraph.springernature.com/ontologies/product-market-codes/T15010
606   $aComputational Science and Engineering$3https://scigraph.springernature.com/ontologies/product-market-codes/M14026
615  0$aMechanics.
615  0$aMechanics, Applied.
615  0$aComputer mathematics.
615 14$aSolid Mechanics.
615 24$aComputational Science and Engineering.
676   $a004
676   $a620
676   $a620.1
676   $a624.171
700   $aKubiak$b Tomasz$4aut$4http://id.loc.gov/vocabulary/relators/aut$01058858
906   $aBOOK
912   $a9910437902903321
996   $aStatic and Dynamic Buckling of Thin-Walled Plate Structures$92502774
997   $aUNINA