9. Linearized Elastic Stability
Published Online: 11 AUG 2011
DOI: 10.1002/9781119978565.ch9
Copyright © 2011 John Wiley & Sons, Ltd
Book Title

Beam Structures: Classical and Advanced Theories
Additional Information
How to Cite
Carrera, E., Giunta, G. and Petrolo, M. (2011) Linearized Elastic Stability, in Beam Structures: Classical and Advanced Theories, John Wiley & Sons, Ltd, Chichester, UK. doi: 10.1002/9781119978565.ch9
Publication History
- Published Online: 11 AUG 2011
- Published Print: 16 SEP 2011
ISBN Information
Print ISBN: 9780470972007
Online ISBN: 9781119978565
- Summary
- Chapter
- References
Keywords:
- Euler classical solution and linearized elastic stability within CUF;
- critical buckling load classic solution - critical buckling load;
- critical buckling load, proportional - cross-section bending stiffness;
- beam stability, explanation - Timoshenko and Gere (1961) and Simitses (1986);
- higher-order CUF models;
- minimum value, slenderness ratio for buckling - as per elastic material behavior;
- plate geometry, loading and boundary conditions;
- bending and twisting buckling loadings
Summary
This chapter contains sections titled:
Critical buckling load classic solution
Higher-order CUF models
Examples
References
