Deformations in an infinite cylindrical shell restrained by elastic or rigid walls

Author:

Muc A.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Computational Mechanics

Reference15 articles.

1. Amstutz, E.: Das Einbeulen von Schacht- und Stollenpanzerungen. Schweizerische Bauzeitung87, 541?549 (1969).

2. Yamamoto, Y., Matsubara, N.: Buckling strength of steel cylindrical liners for water-way tunnels. Theor. and Appl. Mech., University of Tokyo Press30, 225?235 (1981).

3. Pielekh, B. L., Sukhorolski, M. A.: Contact problems in theory of elastic anisotropic shells. Kiev: Naukova Dumka (in Russian) 1980.

4. Kulkurni, S. V., Frederik, D.: The contact problem of two coaxial cylindrical shells. Int. J. Mech. Sci.15, 367?379 (1973).

5. Updike, D. P., Kalnins, A.: Contact pressure between an elastic spherical shell and a rigid plate. J. Appl. Mech.39, 1110?1114 (1972).

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3. On the Contact of Cylindrical Shells with an Elastic or Rigid Foundation;Contact Loading and Local Effects in Thin-walled Plated and Shell Structures;1992

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