𝔖 Bobbio Scriptorium
✦   LIBER   ✦

EXACT DYNAMIC STIFFNESS MATRIX FOR COMPOSITE TIMOSHENKO BEAMS WITH APPLICATIONS

✍ Scribed by J.R. Bannerjee; F.W. Williams


Publisher
Elsevier Science
Year
1996
Tongue
English
Weight
395 KB
Volume
194
Category
Article
ISSN
0022-460X

No coin nor oath required. For personal study only.

✦ Synopsis


In this paper, an exact dynamic stiffness matrix is presented for a composite beam. It includes the effects of shear deformation and rotatory inertia: i.e., it is for a composite Timoshenko beam. The theory accounts for the (material) coupling between the bending and torsional deformations which usually occurs for such beams due to the anisotropic nature of fibrous composites. An explicit analytical expression for each of the elements of the dynamic stiffness matrix is derived by rigorous use of the symbolic computing package REDUCE. It is proved that the use of such expressions leads to substantial savings in computer time when compared with the matrix inversion method. The use of this dynamic stiffness matrix to investigate the free vibration characteristics of composite beams (with or without the effects of shear deformation and/or rotatory inertia included) is demonstrated by applying the Wittrick-Williams algorithm. Numerical results for which comparative results are available in the literature are discussed.


πŸ“œ SIMILAR VOLUMES


EXACT DYNAMIC STIFFNESS MATRIX FOR BEAMS
✍ YANGHU MOU; RAY P. S. HAN; A. H. SHAH πŸ“‚ Article πŸ“… 1997 πŸ› John Wiley and Sons 🌐 English βš– 320 KB πŸ‘ 2 views

In this paper, the exact dynamic stiffness matrix is derived for the transverse vibration of beams whose cross-sectional area and moment of inertia vary in accordance to any two arbitrary real-number powers. This variation represents a very large class of arbitrary varying beams and thus, fills the

Some comments on: Damped second-order Ra
✍ J. P. Hjelmgren; R. LundΓ©n; B. Γ…kesson πŸ“‚ Article πŸ“… 1993 πŸ› John Wiley and Sons 🌐 English βš– 112 KB

In 1983, a comprehensive paper on tensile, torsional and flexural harmonic vibration of axially loaded and damped Rayleigh-Timoshenko beams embedded in a damped %mbient medium was presented by Lunden and Akesson.' The purpose of this letter is to demonstrate some implications of the model' advanced