Non-axisymmetric Local Stability Loss of a Hollow Cylinder : Three-Dimensional Stability Loss in Time-Dependent Composites
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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
Get Non-axisymmetric Local Stability Loss of a Hollow Cylinder by at the best price and quality guaranteed only at Werezi Africa's largest book ecommerce store. The book was published by Springer International Publishing AG and it has pages.
