LEADER 03141nam  2200625Ia 450 
001 9910438052503321
005 20200520144314.0
010   $a94-007-6365-4
024 7 $a10.1007/978-94-007-6365-4
035   $a(CKB)2670000000372377
035   $a(EBL)1697552
035   $a(OCoLC)842123188
035   $a(SSID)ssj0000908086
035   $a(PQKBManifestationID)11470729
035   $a(PQKBTitleCode)TC0000908086
035   $a(PQKBWorkID)10897997
035   $a(PQKB)11484561
035   $a(DE-He213)978-94-007-6365-4
035   $a(MiAaPQ)EBC1697552
035   $a(PPN)16914254X
035   $a(EXLCZ)992670000000372377
100   $a20111102d2013      uy         0
101 0 $aeng
135   $aur|n|---|||||
181   $ctxt
182   $cc
183   $acr
200 10$aNonlinear behavior and stability of thin-walled shells /$fNatalia I. Obodan, Olexandr G. Lebedeyev, Vasilii A. Gromov
205   $a1st ed. 2013.
210   $aDordrecht $cSpringer$dc2013
215   $a1 online resource (182 p.)
225 1 $aSolid Mechanics and Its Applications,$x0925-0042 ;$v199
300   $aDescription based upon print version of record.
311   $a94-017-8489-2 
311   $a94-007-6364-6 
320   $aIncludes bibliographical references.
327   $a1. In lieu of introduction -- 2. Boundary problem of thin shells theory -- 3. Branching of nonlinear boundary problem solutions -- 4. Numerical method -- 5. Nonaxisymmetrically loaded cylindrical shell -- 6. Structurally nonaxisymetric shell subjected to uniform loading -- 7. Postcritical branching patterns for cylindrical shell subjected to uniform external loading -- 8. Postbuckling behaviour and stability of anisotropic shells -- 9. Conclusion.
330   $aThis book focuses on the nonlinear behaviour of thin-wall shells (single- and multilayered with delamination areas) under various uniform and non-uniform loadings. The dependence of critical (buckling) load upon load variability is revealed to be highly non-monotonous, showing minima when load variability is close to the eigenmode variabilities of solution branching points of the respective nonlinear boundary problem. A novel numerical approach is employed to analyze branching points and to build primary, secondary, and tertiary bifurcation paths of the nonlinear boundary problem for the case of uniform loading. The load levels of singular points belonging to the paths are considered to be critical load estimates for the case of non-uniform loadings.
410  0$aSolid Mechanics and Its Applications,$x0925-0042 ;$v199
606   $aThin-walled structures
606   $aShells (Engineering)
615  0$aThin-walled structures.
615  0$aShells (Engineering)
676   $a515.355
676   $a515/.355
700   $aObodan$b Natalia I$01060453
701   $aLebedeyev$b Olexandr G$01762477
701   $aGromov$b Vasilii A. $01762478
801  0$bMiAaPQ
801  1$bMiAaPQ
801  2$bMiAaPQ
906   $aBOOK
912   $a9910438052503321
996   $aNonlinear behavior and stability of thin-walled shells$94202463
997   $aUNINA