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contributor authorT. G. Chondros
contributor authorA. D. Dimarogonas
date accessioned2017-05-08T23:31:26Z
date available2017-05-08T23:31:26Z
date copyrightJuly, 1989
date issued1989
identifier issn1048-9002
identifier otherJVACEK-28982#251_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/106240
description abstractCracks that develop on machine members and structures influence their dynamic behavior. The Rayleigh principle is used for an estimation of the change in the natural frequencies and modes of vibation of the structure if the crack geometry is known, assuming that the eigenvalue problem for the uncracked structure has been solved in advance. The method reduces the computational effort needed for the full eigensolution of cracked structures and gives acceptable accuracy. It can be extended to higher modes and to decompose degenerate modes found in symmetric structures. To demonstrate the change in the dynamic behavior of linear structures with the crack depth, a cylindrical shaft and a plane frame consisting of prismatic bars were analyzed for dynamic sensitivity to surface cracks.
publisherThe American Society of Mechanical Engineers (ASME)
titleDynamic Sensitivity of Structures to Cracks
typeJournal Paper
journal volume111
journal issue3
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.3269849
journal fristpage251
journal lastpage256
identifier eissn1528-8927
keywordsFracture (Materials)
keywordsEigenvalues
keywordsFrequency
keywordsGeometry
keywordsSurface cracks
keywordsMachinery AND Structural frames
treeJournal of Vibration and Acoustics:;1989:;volume( 111 ):;issue: 003
contenttypeFulltext


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