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Vibration of prismatic beam on an elastic foundation by the differential quadrature element method

โœ Scribed by Chang-New Chen


Publisher
Elsevier Science
Year
2000
Tongue
English
Weight
242 KB
Volume
77
Category
Article
ISSN
0045-7949

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โœฆ Synopsis


A new numerical approach for solving the vibration of a beam resting on an elastic foundation is proposed. The approach uses the dierential quadrature (DQ) to discretize the dierential eigenvalue equation deยฎned on each element, the transition conditions deยฎned on the inter-element boundary of two adjacent elements and the boundary conditions of the beam. It is the dierential quadrature element method (DQEM) analysis model of the vibration of beams resting on elastic foundations. Numerical results obtained are presented. They prove that the developed DQEM analysis model is ecient and reliable.


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