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contributor authorS. C. Sinha
contributor authorC. C. Chou
date accessioned2017-05-08T23:06:17Z
date available2017-05-08T23:06:17Z
date copyrightMarch, 1979
date issued1979
identifier issn0021-8936
identifier otherJAMCAV-26112#203_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/91870
description abstractThe paper deals with an approximate analytical technique for solving the boundary-value problems governed by second-order differential equations with variable coefficients. The variable coefficient appearing in the system equation is expanded in ultraspherical polynomials in the desired interval to construct simple equivalent functions such that the approximate differential equations thus obtained have known closed form solutions. If the variable coefficient is approximated by a constant, the solutions are the sine and cosine functions, while a linear approximation leads to a solution in terms of Bessel functions of 1/3 order or Airy’s functions. In particular, the method has been applied to calculate the critical buckling load for a column of exponentially varying moment of inertia. Results obtained by present approach agree with exact results to a much better accuracy than other approximate analytical methods available in the literature. The technique is quite general and does not require any restriction on system parameters.
publisherThe American Society of Mechanical Engineers (ASME)
titleApproximate Eigenvalues for Systems With Variable Parameters
typeJournal Paper
journal volume46
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3424498
journal fristpage203
journal lastpage205
identifier eissn1528-9036
keywordsEigenvalues
keywordsFunctions
keywordsDifferential equations
keywordsApproximation
keywordsBessel functions
keywordsBoundary-value problems
keywordsBuckling
keywordsEquations
keywordsInertia (Mechanics)
keywordsStress
keywordsAnalytical methods AND Polynomials
treeJournal of Applied Mechanics:;1979:;volume( 046 ):;issue: 001
contenttypeFulltext


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