Abstract

LITERATURE CITED I. B.A. Boley and J. H. Weiner, Theory of Thermal Stresses, Wiley (1960). 2. M.A. Lavrent'ev, "Mechanics and scientific--technical progress," in: Two-Hundred and Fifty Years of the Academy of Sciences of the USSR [in Russian], Nauka, Moscow (1977), pp. 240-253. 3. A.I. Lur'e, Three-Dimensional Problems of the Theory of Elasticity [in Russian], Gos- tekhteorizdat, Moscow (1955). 4. Yu. N. Nemish, "Boundary-value problems of heat conduction and thermoelasticity for nearly spherical deformable bodies," Prikl. Mekh., 17, No. i0, 42-50 (1981). 5. Yu. N. Nemish, "One method of solving three-dimensional problems of the mechanics of deformable bodies bounded by arbitrary surfaces," Dokl. Akad. Nauk Ukr. SSR, Ser. A, No. i, 48-52 (1976). 6. Yu. N. Nemish, "Boundary-value problems of heat conduction and thermoelasticity for nearly cylindrical deformable bodies," Prikl. Mekh., 18, No. i, 28-35 (1982). 7. M.A. Lavrent'ev, A. A. Deribas, E. I. Bichenkov, et al., in: Basic Investigations: Physical-Mathematical Sciences [in Russian], Nauka, Novosibirsk (1977), pp. 259-262. 8. A.E. Andreev (ed.), Bellows. Planning and Design [in Russian], Mashinostroenie, Mos- cow (1975). NUMERICAL SOLUTION OF NONAXISYMMETRICAL PROBLEMS IN THE NONLINEAR THEORY OF LAMINATED SHELLS OF REVOLUTION Ya. M. Grigorenko and A. M. Timonin UDC 539.3 A great many papers (see [i, 7-10] and others) have been devoted to calculating the geometrically nonlinear axisymmetrical deformations of circular plates and shells of revo- lution on the basis of the Kirchhoff--Love hypotheses. The nonlinear axisymmetrical deforma- tions of multilayer shells have been investigated with allowance for transverse shear [5]. Methods for calculating the linear nonaxisymmetrical deformations of shells have been described earlier [3, 6]. Valishvili [i] decomposes the nonlinear nonaxisymmetrical defor- mation problem approximately into two constituents: nonlinear axisymmetrical and linear nonaxisymmetrical. A similar approach has been used [8] in determining the critical loads and natural frequencies of shell structures. The method of lines has been used [4] to solve the problem of nonlinear nonaxisymmetrical deformation of a circular plate whose thickness varies in the circumferential direction. We now propose a method for calculating the geometrically nonlinear deformations of multilayered shells of revolution closed in the circumferential direction and characterized by a small shear stiffness under the action of nonaxlsymmetrical and local loads. Transverse shear is included in accordance with a Timoshenko-type model. The complete system Of equations for the stated problem has the following form [5]: equations for the tangential and flexural strains of the coordinate surface of the shell :

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