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Effects of shear stiffness, rotatory and axial inertia, and interface stiffness on free vibrations of a two-layer beam

✍ Scribed by Stefano Lenci; Francesco Clementi

Book ID
116710070
Publisher
Elsevier Science
Year
2012
Tongue
English
Weight
801 KB
Volume
331
Category
Article
ISSN
0022-460X

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πŸ“œ SIMILAR VOLUMES

On the effect of rotatory inertia and sh
On the effect of rotatory inertia and shear in beam vibration
✍ Walter C. Hurty; Moshe F. Rubinstein πŸ“‚ Article πŸ“… 1964 πŸ› Elsevier Science 🌐 English βš– 532 KB

An energy approach is used to account for rotatory inertia and shear in formulating beam vibration problems.

EFFECT OF TRANSVERSE SHEAR AND ROTATORY
EFFECT OF TRANSVERSE SHEAR AND ROTATORY INERTIA ON THE FORCED MOTION OF A STEPPED RECTANGULAR BEAM
✍ A.P. Gupta; N. Sharma πŸ“‚ Article πŸ“… 1998 πŸ› Elsevier Science 🌐 English βš– 251 KB

Forced motion of a rectangular beam whose thickness, density and elastic properties along the length vary in any number of steps is analyzed by the eigenfunction method using shear theory. A beam of two steps, clamped at both the edges and subjected to constant or half-sine pulse load is considered

EXACT SOLUTION OF IN-PLANE VIBRATIONS OF
EXACT SOLUTION OF IN-PLANE VIBRATIONS OF CIRCULAR ARCHES WITH ACCOUNT TAKEN OF AXIAL EXTENSION, TRANSVERSE SHEAR AND ROTATORY INERTIA EFFECTS
✍ E. TΓΌfekΓ§i; A. Arpaci πŸ“‚ Article πŸ“… 1998 πŸ› Elsevier Science 🌐 English βš– 176 KB

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 remo