Stress–strain analysis of nonthin conical shells with thickness varying in two coordinate directions

Author:

Avramenko O. A.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials

Reference18 articles.

1. E. I. Grigolyuk and E. A. Kogan, Statics of Elastic Layered Shells [in Russian], NII Mekh. MGU, Moscow (1999).

2. Ya. M. Grigorenko, “Stress state of isotropic and anisotropic shells of revolution,” in: Reinforced Materials and Structures Thereof [in Russian], Naukova Dumka, Kyiv (1970), pp. 106–127.

3. Ya. M. Grigorenko, O. A. Avramenko, and S. N. Yaremchenko, ”Spline-approximation solution of two-dimensional problems of statics for ortotropic conical shells in a refined formulation,” Int. Appl. Mech., 43, No. 11, 1218–1227 (2007).

4. Ya. M. Grigorenko and A. T. Vasilenko, Theory of Shells with Variable Stiffness, Vol. 4 of the five-volume series Methods of Shell Design [in Russian], Naukova Dumka, Kyiv (1981).

5. Ya. M. Grigorenko, A. T. Vasilenko, and G. P. Golub, Statics of Anisotropic Shells with Finite Shear Stiffness [in Russian], Naukova Dumka, Kyiv (1987).

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