The in-plane free vibrational analysis of symmetric cross-ply laminated circular arches is studied using both the Timoshenko and Bernoulli}Euler beam theories. The free vibration equations are derived based on the distributed parameter model. The transfer matrix method is used in the analysis. The n
EXACT SOLUTION OF IN-PLANE VIBRATIONS OF CIRCULAR ARCHES WITH ACCOUNT TAKEN OF AXIAL EXTENSION, TRANSVERSE SHEAR AND ROTATORY INERTIA EFFECTS
✍ Scribed by E. Tüfekçi; A. Arpaci
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 176 KB
- Volume
- 209
- Category
- Article
- ISSN
- 0022-460X
No coin nor oath required. For personal study only.
✦ Synopsis
Exact solution of free in-plane vibrations of circular arches of uniform cross-section is given by considering axial extension, transverse shear and rotatory inertia effects. In contrast with Kirchhoff's beam theory the restrictions of perpendicular cross-section and inextensible arc length are removed. The principal axes of the cross-section are assumed to coincide with the principal normal and binormal vectors of the centerline of the beam. A solution procedure is applied to obtain the fundamental matrix for various end conditions. Natural frequencies and mode shapes are given in figures and tables.
📜 SIMILAR VOLUMES