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IssuesArchive of Issues2002-4pp.121-126

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V. G. Bazhenov, A. I. Kibets, Yu. I. Kibets, and A. N. Samygin, "Numerical solution of 3D nonlinear problems of unsteady deformation of thin-walled structures involving rod members," Mech. Solids. 37 (4), 121-126 (2002)
Year 2002 Volume 37 Number 4 Pages 121-126
Title Numerical solution of 3D nonlinear problems of unsteady deformation of thin-walled structures involving rod members
Author(s) V. G. Bazhenov (Nizhni Novgorod)
A. I. Kibets (Nizhni Novgorod)
Yu. I. Kibets (Nizhni Novgorod)
A. N. Samygin (Nizhni Novgorod)
Abstract Methods for solving problems of nonlinear deformation of rods in static and dynamic formulations are presented in [1-6]. Rods can be utilized as components of more complex structures. Therefore, it is reasonable to develop numerical models and algorithms allowing one to efficiently solve 3D unsteady problems of dynamics of composite structures in geometrically and physically nonlinear formulation. As state equations we use the relations of the theory of flow with kinematic isotropic hardening. We use Jourdain's variational principle to derive the equations of motion of the structure. The hypotheses of the theory of thin-walled structural elements (rods, plates, and shells) are introduced at the stage of discretization of the governing system of equations. This allows one to take into account specific features of the stress-strain state of the members of the structure and to simplify the matching of structural members of different types thereby increasing the efficiency of this approach. The solution of the problem is based on the finite element method and an implicit "cross-type" finite-difference scheme utilized for integration with respect to time. An 8-node isoparametric element with polylinear shape functions is implemented to calculate the stress-strain state of massive bodies and shells [7, 8]. The discretization of curved rods is based on 2-node finite elements with linear shape functions [5]. In each of these elements, a local basis is defined. The current position of this basis is determined by the rod axis and the principal axes of inertia of the cross-section. We assume the plane cross-section hypothesis and approximate the rates of the rod displacements by linear functions determined by the rate of displacement of the rod axis and the angles of rotation of the cross-section. The rod finite elements are matched in a common basis. To attach a rod to a massive body or a shell, the displacement rates of the body or shell are transformed to the generalized variables characterizing the motion of the rod cross-section. To illustrate the efficiency of the technique proposed we present the solution of the nonlinear impact problem for two pipe-lines in accordance with the shell and shell-rod models.
References
1.  V. A. Svetlitskii and O. S. Naraikin, Elastic Members of Machines [in Russian], Mashinostroenie, Moscow, 1989.
2.  A. A. Ilyukhin, "On constructing the relations of the theory of elastic rods," in Mechanics of Solids [in Russian], No. 22, pp. 81-92, Naukova Dumka, Kiev, 1990.
3.  V. A. Polishchuk and V. D. Chuban', "Equations of elastic deformation of a beam taking into account an unconstrained warping in the form of the finite element method," Uchenye Zapiski TsAGI, Vol. 15, No. 1, pp. 82-94, 1984.
4.  S. N. Zaitsev, "A curved beam finite element taking into account geometrically nonlinear deformations," Uchenye Zapiski TsAGI, Vol. 22, No. 5, pp. 102-117, 1991.
5.  V. G. Bazhenov, A. I. Kibets, and Yu. I. Kibetz, "Analysis of unsteady elastoplastic deformation of 3D rods," in Applied Problems of Strength and Plasticity [in Russian], No. 58, pp. 122-128, Tov. Nauchn. Izd KMK, Moscow, 1998.
6.  L. I. Shkutin, "An incremental model of deformation of a shell," Zh. Prikl. Mechaniki i Tekhn. Fiziki, Vol. 40, No. 4, pp. 229-235, 1999.
.  7. V. G. Bazhenov and A. I. Kibets, "Numerical finite element analysis of 3D problems of unsteady deformation of elastoplastic structures," Izv. AN. MTT [Mechanics of Solids], No. 1, pp. 52-59, 1994.
8.  V. G. Bazhenov, A. I. Kibets, and I. N. Tsvetkova, Numerical simulation of unsteady processes of impact interaction of deformable structural members," Problemy Mashinostroeniya i Nadezhnosti Mashin, No. 2, pp. 20-26, 1995.
9.  A. S. Vol'mir, Nonlinear Mechanics of Plates and Shells [in Russian], Nauka, Moscow, 1972.
Received 31 March 2000
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