Comment on ‘horizontally curved beam finite element including warping’
✍ Scribed by W. A. Thornton; R. T. Avis
- Publisher
- John Wiley and Sons
- Year
- 1979
- Tongue
- English
- Weight
- 162 KB
- Volume
- 14
- Category
- Article
- ISSN
- 0029-5981
No coin nor oath required. For personal study only.
📜 SIMILAR VOLUMES
The flexural stiffness for a horizontally curved beam element is developed for nodal parameters wi, (a wlds),, pi, (@/as),, (a'p/ds'),, (d3p/as3), by assuming a cubic displacement function for vertical deflection w, and a seventh order polynomial function for the angle of twist /3, along the length
Large amplitude free flexural vibrations of horizontally circular curved beams have been investigated for the first time. Numerical solutions have been obtained by the finite element method. A three-noded horizontally curved isoparametric beam element has been chosen for this purpose. A non-linear s
A new three-noded C 1 beam ÿnite element is derived for the analysis of sandwich beams. The formulation includes transverse shear and warping due to torsion. It also accounts for the interlaminar continuity conditions at the interfaces between the layers, and the boundary conditions at the upper and