Abstract
We propose a new approach to the solution of problems of bending of curved beams consisting of inhomogeneous orthotropic layers. The approach based on the use of equations of the theory of elasticity.
Similar content being viewed by others
References
V. G. Piskunov, V. S. Sipetov, V. D. Shevchenko and Yu. M. FedorenkoStrength of Materials and Fundamentals of the Theory of Elasticity and Plasticity [in Ukrainian], Vol. 1: Book 3:Strength of Two- and Three-Dimensional Bodies, Vyshcha Shkola, Kiev (1995).
S. P. Timoshenko and J. N. Goodier,Theory of Elasticity, 3rd edn., McGraw-Hill, New York (1970).
M. M. Filonenko-Borodich,Theory of Elasticity [in Russian], Fizmatgiz, Moscow (1959).
S. G. Lekhnitskii,Theory of Elasticity of Anisotropic Bodies [in Russian], Nauka, Moscow (1977).
G. A. Kardomateas, “Bending of a cylindrically orthotropic curved beam with linearly distributed elastic constants,”Quart. J. Mech. Appl. Math.,43, No. 1, 43–55 (1990).
Additional information
Timoshenko Institute of Mechanics, National Academy of Sciences of Ukraine, Kiev, Ukraine. Translated from Problemy Prochnosti, No. 5, pp. 103–108, September–October, 1999.
Rights and permissions
About this article
Cite this article
Vasilenko, A.T. Solution of the problem of bending of an inhomogeneous curved beam. Strength Mater 31, 505–509 (1999). https://doi.org/10.1007/BF02511171
Received:
Issue Date:
DOI: https://doi.org/10.1007/BF02511171