The free vibration and buckling of partial interaction composite beams are investigated using the state-space method based on the two-dimensional theory of elasticity. The analytical solutions of a beam with two simply supported ends are obtained as well as semi-analytical solutions are obtained for
✦ LIBER ✦
On lateral–torsional vibrations of elastic composite beams with interlayer slip
✍ Scribed by Noël Challamel
- Publisher
- Elsevier Science
- Year
- 2009
- Tongue
- English
- Weight
- 313 KB
- Volume
- 325
- Category
- Article
- ISSN
- 0022-460X
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