TY  - BOOK
AU  - Akbarov,Surkay D.
AU  - Kutug,Zafer
AU  - Anwar,Muhammad Yousaf
ED  - SpringerLink (Online service)
TI  - Non-axisymmetric Local Stability Loss of a Hollow Cylinder: Three-Dimensional Stability Loss in Time-Dependent Composites 
T2  - Synthesis Lectures on Mechanical Engineering,
SN  - 9783031436291
AV  - TA349-359 
PY  - 2024///
CY  - Cham
PB  - Springer Nature Switzerland, Imprint: Springer
KW  - Mechanics, Applied
KW  - Solids
KW  - Building materials
KW  - Solid Mechanics
KW  - Structural Materials
KW  - Building Materials
N1  - Introduction -- Stability Loss in Viscoelastic Shell Elements -- Solution Methodology -- Material Properties -- Approximate Shell Theories -- Numerical Results and Examples -- References
N2  - 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
UR  - https://doi.org/10.1007/978-3-031-43629-1
ER  -