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Dynamic response of cantilever beams with discontinuity in thickness subjected to a point load

✍ Scribed by A.Joseph Stanley; N. Ganesan


Publisher
Elsevier Science
Year
1995
Tongue
English
Weight
617 KB
Volume
54
Category
Article
ISSN
0045-7949

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πŸ“œ SIMILAR VOLUMES


Impulse response of beams with discontin
✍ A.J. Stanley; N. Ganesan πŸ“‚ Article πŸ“… 1995 πŸ› Elsevier Science 🌐 English βš– 820 KB

Beams with discontinuity in the thickness and subjected to an impulse load at a point are analyzed. A beam element with two degrees of freedom per node is used for the analysis. Three beam models are analyzed for possible reduction of maximum displacement and maximum stress by choosing the discontin

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The transverse vibration of a beam with intermediate point constraints subject to a moving load is analyzed by using the Euler beam theory and the assumed mode method. The point constraints in the form of supports are assumed to be linear springs of large stiffness. Results of numerical simulations

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✍ P.K. Roy; N. Ganesan πŸ“‚ Article πŸ“… 1995 πŸ› Elsevier Science 🌐 English βš– 580 KB

The transient response of a cantilever beam is investigated for the stresses and displacements. The study is carried out for short and long duration impulse loads. The effects of impulse duration, damping and location of application of load are studied. The deflection and the stress histories and co