An exact solution for stability analysis of orthotropic rectangular thin plate under biaxial nonlinear in-plane loading resting on Pasternak foundation

Author:

Shahraki Hosein,Farhatnia Fatemeh,Raeesi Mohammad

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,General Engineering,Aerospace Engineering,Automotive Engineering,Industrial and Manufacturing Engineering,Applied Mathematics

Reference36 articles.

1. Ventsel E, Krauthammer T (2001) Thin plates and shells: theory, analysis and applications. Marcel Dekker Inc., New York

2. Timoshenko S.P., Gere, J.M., (1961), Theory of Elastic Stability, 2nd edn. McGraw-Hill, New York

3. Michelussi DJ (1996) Free vibration and buckling analysis of thin rectangular plates with classical boundary conditions under unilateral in-plane loads. M.Sc. thesis, Department of Mech. Eng., University of Ottawa, Ottawa

4. Kang JH, Leissa AW (2005) Exact solutions for the buckling of rectangular plates having linearly varying in-plane loading on two opposite simply supported edges. Int J Solids Struct 42:4220–4238

5. Kang JH, Leissa AW (2001) Vibration and buckling of SS-F-SS-F rectangular plates loaded by in-plane moments. Int J Struct Stab Dyn 1:527–543

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