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Asymptotic analysis of a translating cable arch

dc.contributor.authorPerkins, Noel C.en_US
dc.date.accessioned2006-04-07T20:37:00Z
dc.date.available2006-04-07T20:37:00Z
dc.date.issued1989-12-22en_US
dc.identifier.citationPerkins, N. C. (1989/12/22)."Asymptotic analysis of a translating cable arch." Journal of Sound and Vibration 135(3): 375-383. <http://hdl.handle.net/2027.42/27630>en_US
dc.identifier.urihttp://www.sciencedirect.com/science/article/B6WM3-4951H4G-PJ/2/830da8ffbcd87897a637ecdd73beea47en_US
dc.identifier.urihttps://hdl.handle.net/2027.42/27630
dc.description.abstractThe stability of a translating cable which stands in the shape of an arch between two supports is investigated. Asymptotic solutions for free in-plane and out-of-plane cable vibrations are derived under the assumption of small arch height. Without translation speed, the cable arch collapses under compressional loading. As translation speed is increased, however, the cable arch becomes tensioned and stable. A previous experiment confirms this prediction. The asymptotic solutions derived here show that the in-plane and out-of-plane vibration modes are stabilized in fundamentally different manners.en_US
dc.format.extent627833 bytes
dc.format.extent3118 bytes
dc.format.mimetypeapplication/pdf
dc.format.mimetypetext/plain
dc.language.isoen_US
dc.publisherElsevieren_US
dc.titleAsymptotic analysis of a translating cable archen_US
dc.typeArticleen_US
dc.rights.robotsIndexNoFollowen_US
dc.subject.hlbsecondlevelPhysicsen_US
dc.subject.hlbtoplevelScienceen_US
dc.description.peerreviewedPeer Revieweden_US
dc.contributor.affiliationumMechanical Engineering and Applied Mechanics, University of Michigan, Ann Arbor, Michigan 48109, U.S.A.en_US
dc.description.bitstreamurlhttp://deepblue.lib.umich.edu/bitstream/2027.42/27630/1/0000006.pdfen_US
dc.identifier.doihttp://dx.doi.org/10.1016/0022-460X(89)90693-7en_US
dc.identifier.sourceJournal of Sound and Vibrationen_US
dc.owningcollnameInterdisciplinary and Peer-Reviewed


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