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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 26
ADVANCES IN COMPUTATIONAL MECHANICS Edited by: M. Papadrakakis and B.H.V. Topping
Paper VI.1
Dynamic Stiffness Analysis in Free Vibration of Toroidal Shell A.Y.T. Leung and N.T.C. Kwok
Department of Civil & Structural Engineering, University of Hong Kong, Hong Kong A.Y.T. Leung, N.T.C. Kwok, "Dynamic Stiffness Analysis in Free Vibration of Toroidal Shell", in M. Papadrakakis, B.H.V. Topping, (Editors), "Advances in Computational Mechanics", Civil-Comp Press, Edinburgh, UK, pp 139-147, 1994. doi:10.4203/ccp.26.6.1
Abstract
The free vibration of toroidal shell is studied using dynamic
stiffness method. Dynamic stiffness method eliminates both
spatial discretatization error and mesh generation. Moreover,
with finite number of degrees of freedom, dynamic stiffness
method can predict infinite number of natural frequencies.
The dynamic behavior of toroidal shell is modeled by DMV
(Donnell-Mushtari-Vlasov) linear thin shell theory in
present paper. However, the procedure can be adapted to be
used with any other linear thin shell theory without
difficulty. Since a close form solution of toroidal shell using
DMV theory is not (yet) possible, in order to obtain the
desired dynamic stiffness matrix, finite number of Fourier's
series terms are taken in circumferential direction and the
unknown longitudinal displacements are then solved from
the reduced governing equations exactly. The solution
obtained from the dynamic stiffness method can be regarded
as semi-analytical due to the Fourier approximation. With
the dynamic stiffness matrices in hands, toroidal shell with
different boundary condtions and connections (to other
toroidal shells) can be analyzed. This paper presents the
procedure and assumption made in order to obtain the
dynamic stiffness matrix of toroidal shell in harmonic
oscillation. Also some numerical examples will be given and
discussed.
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