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EFFECT OF TRANSVERSE SHEAR AND ROTATORY INERTIA ON THE FORCED MOTION OF A STEPPED RECTANGULAR BEAM

โœ Scribed by A.P. Gupta; N. Sharma


Publisher
Elsevier Science
Year
1998
Tongue
English
Weight
251 KB
Volume
209
Category
Article
ISSN
0022-460X

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โœฆ Synopsis


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 as an example problem. Numerical results computed for transverse defection are compared with those of classical theory.


๐Ÿ“œ SIMILAR VOLUMES


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Shear theory and the eigenfunction method are used to analyze the forced motion of a plate-strip of linearly varying thickness. A plate clamped at both edges and a cantilever plate subjected to uniformly distributed and concentrated impulsive loads are analyzed as example problems. Numerical results

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