A uniform linearly elastic beam element with non-coinciding centres of geometry, shear and mass is studied under stationary harmonic end excitation. The Euler-Bernoulli-Saint Venant theory is applied. Thus the effect of warping is not taken into account. The frequency-dependent 12x 12 element stiffn
β¦ LIBER β¦
Exact dynamic stiffness matrix for flexural vibration of three-layered sandwich beams
β Scribed by W.P. Howson; A. Zare
- Publisher
- Elsevier Science
- Year
- 2005
- Tongue
- English
- Weight
- 261 KB
- Volume
- 282
- Category
- Article
- ISSN
- 0022-460X
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