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Titlebook: Nonlinear Behaviour and Stability of Thin-Walled Shells; Natalia I. Obodan,Olexandr G. Lebedeyev,Vasilii A. Book 2013 Springer Science+Bus

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書(shū)目名稱Nonlinear Behaviour and Stability of Thin-Walled Shells
編輯Natalia I. Obodan,Olexandr G. Lebedeyev,Vasilii A.
視頻videohttp://file.papertrans.cn/668/667352/667352.mp4
概述Critical load estimates for the most popular thin-walled structures.Treats complete pattern of post-critical branches for the non-linear boundary problem of shell theory.One-stop resource.Includes sup
叢書(shū)名稱Solid Mechanics and Its Applications
圖書(shū)封面Titlebook: Nonlinear Behaviour and Stability of Thin-Walled Shells; Natalia I. Obodan,Olexandr G. Lebedeyev,Vasilii A. Book 2013 Springer Science+Bus
描述.This 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..
出版日期Book 2013
關(guān)鍵詞Buckling; Non-linear Post-critical Deformation; SMIA; Secondary and Tertiary Bifurcation Paths; Stabilit
版次1
doihttps://doi.org/10.1007/978-94-007-6365-4
isbn_softcover978-94-017-8489-4
isbn_ebook978-94-007-6365-4Series ISSN 0925-0042 Series E-ISSN 2214-7764
issn_series 0925-0042
copyrightSpringer Science+Business Media Dordrecht 2013
The information of publication is updating

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Numerical Method,l equilibrium in a nonlinear case. The Lagrange multipliers transformation is used to include boundary conditions into the system functional. The two-dimensional boundary problem is reduced to the sequence of one-dimensional ones by a separation of variables; proper integral coefficients of its line
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Structurally Non-Axisymmetric Shell Subjected to Uniform Loading, of these structures is essentially nonlinear starting from low load levels. Such nonlinear effects as subcritical transformation of deformed shapes (by developing additional dents) is studied and illustrated. Both types of critical points (bifurcation and limit ones) and corresponding postbuckling
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Postcritical Branching Patterns for Cylindrical Shell Subjected to Uniform External Loading,ng of nonlinear boundary problem solutions. Complete branching patterns for the case of a cylindrical shell subjected to uniform external pressure and for the case of a cylindrical shell subjected to uniform axial compression are presented. The case of external pressure comprises the trunk (originat
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Solid Mechanics and Its Applicationshttp://image.papertrans.cn/n/image/667352.jpg
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