Experimental justification of the analytical method for determining the upper and lower bounds of the critical loads in ribbed shells

Author:

Gavrilenko G. D.,Matsner V. I.

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials

Reference29 articles.

1. G. Gavrilenko and V. Matsner, “Stability and load-carrying capacity of stiffened shells with axisymmetrical dents,” Theor. Found. Civil Eng., 2, 629–636 (2004).

2. I. Ya. Amiro, V. A. Zarutskii, and P. S. Polyakov, Ribbed Cylindrical Cells [in Russian], Naukova Dumka, Kiev (1973).

3. I. Ya. Amiro and V. A. Zarutskii, Methods for Calculating Shells. Vol. 2. Theory of Ribbed Shells [in Russian], Naukova Dumka, Kiev (1980).

4. S. V. Aleksandrovskii, On the Stability of Cylindrical Shells under Large Deflections. Calculation of Three-Dimensional Structures [in Russian], Gos. Izd-vo Lit. Stroit. Arkh., Moscow (1955), pp. 453–492.

5. S. N. Kan, O. A. Byrsan, O. A. Alifanova et al., Stability of Shells [in Russian], Izd-vo Kharov University (1970).

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