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IssuesArchive of Issues2001-1pp.130-136

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Yu. I. Vinogradov, Yu. I. Klyuev, and I. F. Obraztsov, "A method for solving boundary-value problems in the mechanics of deformation of thin-walled structures," Mech. Solids. 36 (1), 130-136 (2001)
Year 2001 Volume 36 Number 1 Pages 130-136
Title A method for solving boundary-value problems in the mechanics of deformation of thin-walled structures
Author(s) Yu. I. Vinogradov (Moscow)
Yu. I. Klyuev (Moscow)
I. F. Obraztsov (Moscow)
Abstract A method is suggested to integrate systems of ordinary differential equations of boundary value problems for thin-walled axisymmetric structures. This method follows the algorithm of analytical solution of boundary value problems. The method is easy to implement. The integral of a system of differential equations is calculated numerically by using the matrix Taylor series. This series is determined for the matrix differential equation by using either the Picard method of successive approximations or the matrix binomial obtained from the definition of the Volterra integral. The integral is calculated for an interval the length of which is smaller than the critical length of stable calculation. In this case, one need not perform the cumbersome procedure of orthonormalization at the ends of integration intervals.

The method suggested permits one to solve problems with arbitrary boundary conditions for structures with reinforcement rings and solid bodies axisymmetrically attached in an arbitrary way for once obtained values of the integral of differential equations. An important specific feature of this numerical method is the possibility of estimating a priori the error of results.

As an example of using the method, the results of the stability analysis are presented for a conic shell reinforced by rings under combined loading.
References
1.  F. R. Gantmakher, Theory of Matrices [in Russian], Nauka, Moscow, 1967.
Received 02 July 2000
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