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001 978-3-031-43629-1
003 DE-He213
005 20251030110828.0
007 cr nn 008mamaa
008 231101s2024 sz | s |||| 0|eng d
020 _a9783031436291
_9978-3-031-43629-1
024 7 _a10.1007/978-3-031-43629-1
_2doi
050 4 _aTA349-359
072 7 _aTGMD
_2bicssc
072 7 _aSCI096000
_2bisacsh
072 7 _aTGMD
_2thema
100 1 _aAkbarov, Surkay D.
_eauthor.
_4aut
_4http://id.loc.gov/vocabulary/relators/aut
_966925
245 1 0 _aNon-axisymmetric Local Stability Loss of a Hollow Cylinder
_h[electronic resource] :
_bThree-Dimensional Stability Loss in Time-Dependent Composites /
_cby Surkay D. Akbarov, Zafer Kutug, Muhammad Yousaf Anwar.
250 _a1st ed. 2024.
264 1 _aCham :
_bSpringer Nature Switzerland :
_bImprint: Springer,
_c2024.
300 _aXIII, 121 p. 39 illus., 13 illus. in color.
_bonline resource.
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
347 _atext file
_bPDF
_2rda
490 1 _aSynthesis Lectures on Mechanical Engineering,
_x2573-3176
505 0 _aIntroduction -- Stability Loss in Viscoelastic Shell Elements -- Solution Methodology -- Material Properties -- Approximate Shell Theories -- Numerical Results and Examples -- References.
520 _aThe book presents formulations and examples of three-dimensional non-axisymmetric stability in viscoelastic anisotropic cylindrical shells. The most critical stability loss modes are determined by minimizing the critical loads and critical times with respect to the number of half-waves in radial as well as transverse directions. Currently, there is no literature available on three-dimensional local buckling analysis (or localized warpage) that considers non-axisymmetric stability loss in viscoelastic cylindrical shells. The contents of this book provide the formulation for such a stability loss analysis through the framework of the three-dimensional linearized theory of stability. Additionally, as this book addresses the problem by modeling the material as a viscoelastic fibrous composite, it can be applied to carry out buckling analysis in both elastic and viscoelastic cases. Guide to modelling composite viscoelastic shell elements for buckling analysis Provides a framework for defining the failure criterion for viscoelastic materials Course material for teaching shell buckling and viscoelastic composites.
650 0 _aMechanics, Applied.
650 0 _aSolids.
_965936
650 0 _aBuilding materials.
650 1 4 _aSolid Mechanics.
_965938
650 2 4 _aStructural Materials.
_965620
650 2 4 _aBuilding Materials.
700 1 _aKutug, Zafer.
_eauthor.
_4aut
_4http://id.loc.gov/vocabulary/relators/aut
_966926
700 1 _aAnwar, Muhammad Yousaf.
_eauthor.
_4aut
_4http://id.loc.gov/vocabulary/relators/aut
_966927
710 2 _aSpringerLink (Online service)
773 0 _tSpringer Nature eBook
776 0 8 _iPrinted edition:
_z9783031436284
776 0 8 _iPrinted edition:
_z9783031436307
776 0 8 _iPrinted edition:
_z9783031436314
830 0 _aSynthesis Lectures on Mechanical Engineering,
_x2573-3176
_965545
856 4 0 _uhttps://doi.org/10.1007/978-3-031-43629-1
912 _aZDB-2-SXSC
999 _c56484
_d56484