Forced axi-symmetric response of polar orthotropic circular
plates of linearly varying thickness resting
on Winkler type of elastic foundation has been studied
on the basis of classical plate theory. An
approximate solution of problem has been obtained by
Rayleigh Ritz Method, which employs
functions based upon the static deflection of polar
orthotropic circular plates. The effect of transverse
loadings has been studied for orthotropic circular
plate resting on elastic foundation. The transverse
deflections and bending moments are presented for
various values of taper parameter, rigidity ratio,
foundation parameter, flexibility parameter under
different type of loadings. A comparison of results
with those available in literature shows an excellent
agreement.
Author(s) Details
Dr. A. H. Ansari
Department of Mathematics, Albaha University, Albaha, KSA.
View Book :- https://bp.bookpi.org/index.php/bpi/catalog/book/245
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