Stiffness analysis of beams using a higher-order theory
โ Scribed by J. Petrolito
- Publisher
- Elsevier Science
- Year
- 1995
- Tongue
- English
- Weight
- 502 KB
- Volume
- 55
- Category
- Article
- ISSN
- 0045-7949
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๐ SIMILAR VOLUMES
A new one-dimensional theory is presented for studying the static and vibration behavior of cylindrical or prismatic beam-type structures. This general higher order theory, which is developed for beams having an arbitrary cross-section, accurately accounts for transverse shear deformation out of the
Harmonic response of tapered composite beams is investiaged by using a finite element model based on a higher order shear deformation theory. Only uniaxial bending is considered and the interlaminar shear stresses are neglected. The Poisson ratio effect is incorporated in the formulation of beam con