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contributor authorP. V. Navaneethakrishnan
date accessioned2017-05-08T22:20:50Z
date available2017-05-08T22:20:50Z
date copyrightMay 1988
date issued1988
identifier other%28asce%290733-9399%281988%29114%3A5%28893%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/78320
description abstractCollocation with quintic splines is used to solve the differential equation of transverse deflection of a rectangular plate of nonuniform thickness subject to in-plane compressive loads. An algorithm is presented for the computation of the buckling coefficient and the buckling mode. For numerical computation, a range of values of plate parameters and different boundary conditions are considered, assuming the first symmetric mode of buckling in the planar direction transverse to the load. Results are presented in the form of graphs.
publisherAmerican Society of Civil Engineers
titleBuckling of Nonuniform Plates: Spline Method
typeJournal Paper
journal volume114
journal issue5
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1988)114:5(893)
treeJournal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 005
contenttypeFulltext


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