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Stability Loss And Buckling Delamination Threedimensional Linearized Approach For Elastic And Viscoelastic Composites 1st Edition Surkay Akbarov Auth

  • SKU: BELL-4245504
Stability Loss And Buckling Delamination Threedimensional Linearized Approach For Elastic And Viscoelastic Composites 1st Edition Surkay Akbarov Auth
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Stability Loss And Buckling Delamination Threedimensional Linearized Approach For Elastic And Viscoelastic Composites 1st Edition Surkay Akbarov Auth instant download after payment.

Publisher: Springer-Verlag Berlin Heidelberg
File Extension: PDF
File size: 7.56 MB
Pages: 450
Author: Surkay Akbarov (auth.)
ISBN: 9783642302893, 9783642302909, 3642302890, 3642302904
Language: English
Year: 2013
Edition: 1

Product desciption

Stability Loss And Buckling Delamination Threedimensional Linearized Approach For Elastic And Viscoelastic Composites 1st Edition Surkay Akbarov Auth by Surkay Akbarov (auth.) 9783642302893, 9783642302909, 3642302890, 3642302904 instant download after payment.

This book investigates stability loss problems of the viscoelastic composite materials and structural members within the framework of the Three-Dimensional Linearized Theory of Stability (TDLTS). The stability loss problems are considered the development of the initial infinitesimal imperfection in the structure of the material or of the structural members. This development is studied within the framework of the Three-Dimensional Geometrical Non-Linear Theory of the Deformable Solid Body Mechanics. The solution to the corresponding boundary-value problems is presented in the series form in the small parameter which characterizes the degree of the initial imperfection. In this way, the nonlinear problems for the domains bounded by noncanonical surfaces are reduced for the same nonlinear problem for the corresponding domains bounded by canonical surfaces and the series subsequent linearized problems. It is proven that the equations and relations of these linearized problems coincide with the corresponding ones of the well-known TDLTS. Under concrete investigations as stability loss criterion the case is taken for the initial infinitesimal imperfection that starts to increase indefinitely. Moreover, it is proven that the critical parameters can be determined by the use of only the zeroth and first approximations.

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