Dynamic Response of Inclined Isotropic Elastic Damped Rectangular Mindlin Plate resting on Pasternak Foundation under a Moving Load
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Abstract
Description
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.
Keywords
QA Mathematics, T Technology (General), TJ Mechanical engineering and machinery