Surkay D. Akbarov's Books

Dynamics of Pre-Strained Bi-Material Elastic Systems

Linearized Three-Dimensional Approach

By: Surkay D. Akbarov

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Dynamics of Pre-Strained Bi-Material Elastic Systems

Linearized Three-Dimensional Approach

By: Surkay D. Akbarov

This book deals with dynamics of pre-stressed or pre-strained bi-material elastic systems consisting of stack of pre-stressed layers, stack of pre-stressed layers and pre-stressed half space (or half plane), stack of pre-stressed layers as well as absolute rigid foundation, pre-stressed compound solid and hollow cylinders and pre-stressed sandwich hollow cylinders. The problems considered in the book relate to the dynamics of a moving and oscillating moving load, forced vibration caused by linearly located or point located time-harmonic forces acting to the foregoing systems. Moreover, a considerable part of the book relate to the problems regarding the near surface, torsional and axisymmetric longitudinal waves propagation and dispersion in the noted above bi-material elastic systems. The book carries out the investigations within the framework of the piecewise homogeneous body model with the use of the Three-Dimensional Linearized Theory of Elastic Waves in Initially Stressed Bodies.

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Page Count

1018

Publisher

Springer

Published Date

ISBN 10

331914460X

ISBN 13

9783319144603

Non-axisymmetric Local Stability Loss of a Hollow Cylinder

Three-Dimensional Stability Loss in Time-Dependent Composites

By: Surkay D. Akbarov,Zafer Kutug,Muhammad Yousaf Anwar

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Non-axisymmetric Local Stability Loss of a Hollow Cylinder

Three-Dimensional Stability Loss in Time-Dependent Composites

By: Surkay D. Akbarov,Zafer Kutug,Muhammad Yousaf Anwar

The 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

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Page Count

126

Publisher

Springer Nature

Published Date

ISBN 10

3031436296

ISBN 13

9783031436291

Stability Loss and Buckling Delamination

Three-Dimensional Linearized Approach for Elastic and Viscoelastic Composites

By: Surkay Akbarov

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Stability Loss and Buckling Delamination

Three-Dimensional Linearized Approach for Elastic and Viscoelastic Composites

By: Surkay Akbarov

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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Page Count

456

Publisher

Springer Science & Business Media

Published Date

ISBN 10

3642302904

ISBN 13

9783642302909

Book's by Surkay D. Akbarov

Dynamics of Pre-Strained Bi-Material Elastic Systems

Dynamics of Pre-Strained Bi-Material Elastic Systems

Non-axisymmetric Local Stability Loss of a Hollow Cylinder

Non-axisymmetric Local Stability Loss of a Hollow Cylinder

Stability Loss and Buckling Delamination

Stability Loss and Buckling Delamination

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