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contributor authorAnant R. Kukreti
contributor authorJalaleddin Farsa
contributor authorCharles W. Bert
date accessioned2017-05-08T22:36:40Z
date available2017-05-08T22:36:40Z
date copyrightJune 1992
date issued1992
identifier other%28asce%290733-9399%281992%29118%3A6%281221%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83717
description abstractIn this paper, a differential quadrature method is presented for computation of the fundamental frequency of a thin rectangular isotropic elastic plate with variable thickness. In this method, a partial derivative of a function with respect to a space variable at a discrete point is approximated as a weighted linear sum of the function values at all discrete points in the region of that variable. The weighting coefficients are treated as the unknowns. Applying this concept to each partial derivative of the free vibration differential equation of motion of the plate gives a set of linear simultaneous equations, which are solved for the unknown weightage coefficients by accounting for the boundary conditions. The method is used to evaluate the fundamental frequency of linearly tapered plates with simply supported, fully clamped, and mixed boundary conditions. Results are compared with existing solutions available from other analytical and numerical methods. The method presented gives accurate results and is computationally efficient.
publisherAmerican Society of Civil Engineers
titleFundamental Frequency of Tapered Plates by Differential Quadrature
typeJournal Paper
journal volume118
journal issue6
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1992)118:6(1221)
treeJournal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 006
contenttypeFulltext


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