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contributor authorBenjamin A. Cray
contributor authorAndrew J. Hull
contributor authorAlbert H. Nuttall
date accessioned2017-05-09T00:47:40Z
date available2017-05-09T00:47:40Z
date copyrightDecember, 2011
date issued2011
identifier issn1048-9002
identifier otherJVACEK-28916#061011_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/147896
description abstractFree-wave propagation of an infinite, tensioned string, supported along its length by repeating segments of multiple spring-mass connections, is examined. The segments can consist of an arbitrary number of different support sets and be of any overall length. Periodicity is intrinsic, since the segments repeat; the goal, though, is to examine what effect variations within the segments have on dispersion. The formulation reveals an unexpected amount of complexity for such a simply posed system. Each support set has independent mass, stiffness, and viscous damping, and the sets are allowed to be offset from one another. A free-wave dispersion formula is derived for two sets of supports (Q = 2) and compared to the well-known ideally periodic expression (Q = 1). A means to obtain general dispersion formulas, for any Q, is discussed. It is shown that the systems’ dispersion curves are primarily governed by the material properties of the string and by the location of the supports.
publisherThe American Society of Mechanical Engineers (ASME)
titleFree-Wave Dispersion Curves of a Multi-Supported String
typeJournal Paper
journal volume133
journal issue6
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.4005003
journal fristpage61011
identifier eissn1528-8927
treeJournal of Vibration and Acoustics:;2011:;volume( 133 ):;issue: 006
contenttypeFulltext


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