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Dynamic Response of Inclined Isotropic Elastic Damped Rectangular Mindlin Plate resting on Pasternak Foundation under a Moving Load

Agarana, M. C. and Gbadeyan, J.A. and Ajayi, O. O. (2016) Dynamic Response of Inclined Isotropic Elastic Damped Rectangular Mindlin Plate resting on Pasternak Foundation under a Moving Load. In: Proceedings of the International MultiConference of Engineers and Computer Scientists, March 16 - 18, 2016., Hong Kong.

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Abstract

In this article, the dynamic behavior of inclined damped rectangular Mindlin plate under the influence of moving load along the mid-plate on the plate surface is considered. A numerical method is used to solve the nondimensional form of the resulting coupled partial differential equations. The desired solutions are obtained with the aid of computer program developed in conjunction with MATLAB. It is observed that the response amplitude of the plate is affected significantly by the foundation moduli. Also, the effects of the shear deformation, rotatory inertia, damping and angle of inclination of the plate, to the horizontal, are noticeable.

Item Type: Conference or Workshop Item (Paper)
Uncontrolled Keywords: Pasternak foundation, Damped Inclined Mindlin plate, Moving Load, Dynamic response
Subjects: Q Science > QA Mathematics
T Technology > T Technology (General)
T Technology > TJ Mechanical engineering and machinery
Divisions: Faculty of Engineering, Science and Mathematics > School of Engineering Sciences
Faculty of Engineering, Science and Mathematics > School of Mathematics
Depositing User: Mrs Patricia Nwokealisi
Date Deposited: 09 Nov 2016 10:55
Last Modified: 09 Nov 2016 10:55
URI: http://eprints.covenantuniversity.edu.ng/id/eprint/7392

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