Abstract
In this paper, the large deflection theory is adopted to analyse the geometrical nonlinear stability of a sandwich shallow cylindrical panel with orthotropic surfaces. The critical point is determined and the postbuckling behaviour of the panel is studied.
Similar content being viewed by others
References
Timoshenko, S. P. and J. M. Gere,Theory of Elastic Stability, McGraw-Hill (1961).
Volimir, A. S.,Stability of Elastic System, Physico-Math., Moscow (1963). (in Russian)
Crisfield, M. A., An arc-length method including line searches and accelerations,Inter. J. for Numerical Method in Engineering,19 (1983), 1269 - 1289.
Institute of Mechanics, Academia Sinica,Bend, Stability and Vibration of Sandwich Plates and Shells, Science Press (1977). (in Chinese)
Chia Chuen-yuan, Non-linear free vibration and postbuckling of symmetrically laminated orthotropic imperfect shallow cylindrical panels with two adjacent edges simply supported and the other edges clamped,Int. J. Solids Structures,23 8 (1987), 1123- 1132.
Zhou Cheng-ti,Theory of Elastic Stability, Sichuan People's Press (1981). (in Chinese)
Author information
Authors and Affiliations
Additional information
Communicated by Duan Zhou-ping
Rights and permissions
About this article
Cite this article
Ying-jiang, W., Zhen-ming, W. Nonlinear stability analysis of a sandwich shallow cylindrical panel with orthotropic surfaces. Appl Math Mech 10, 1119–1130 (1989). https://doi.org/10.1007/BF02016300
Received:
Issue Date:
DOI: https://doi.org/10.1007/BF02016300