Title of article
A circular elastic cylinder under its own weight
Author/Authors
Tarn، نويسنده , , Jiann-Quo and Tseng، نويسنده , , Wei-Der and Chang، نويسنده , , Hsi-Hung Chang، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2009
Pages
11
From page
2886
To page
2896
Abstract
An exact analysis of deformation and stress field in a finite circular elastic cylinder under its own weight is presented, with emphasis on the end effect. The problem is formulated on the basis of the state space formalism for axisymmetric deformation of a transversely isotropic body. Upon delineating the Hamiltonian characteristics of the formulation, a rigorous solution which satisfies the end conditions is determined by using eigenfunction expansion. The results show that the end effect is significant but confined to a local region near the base where the displacement and stress distributions are remarkably different from those according to the simplified solution that gives a uniaxial stress state. It is more pronounced in the cylinder with the bottom plane being perfectly bonded than in smooth contact with a rigid base.
Keywords
Hamiltonian , State Space , Symplectic orthogonality , Transversely isotropic , End effects , Circular cylinders
Journal title
International Journal of Solids and Structures
Serial Year
2009
Journal title
International Journal of Solids and Structures
Record number
1387346
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