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Numerical analysis of damped transient beam vibrations by use of Fourier transforms
Luleå University of Technology, Department of Engineering Sciences and Mathematics, Product and Production Development.
1985 (English)In: International Journal for Numerical Methods in Engineering, ISSN 0029-5981, E-ISSN 1097-0207, Vol. 24, no 4, p. 683-689Article in journal (Refereed) Published
Abstract [en]

The objective of the present study is to investigate the applicability of the Fourier transform technique to the analysis of vibrating damped beam structures. The practical use of the method is demonstrated by calculating a measure of the noise emitted by a vibrating damped beam. Different distributed Winkler-type foundations are studied as a means of noise reduction in the vibrating damped beam structure. This type of damping can be applied to the drill rods employed in rock drilling

Place, publisher, year, edition, pages
1985. Vol. 24, no 4, p. 683-689
National Category
Other Mechanical Engineering
Research subject
Computer Aided Design
Identifiers
URN: urn:nbn:se:ltu:diva-15529DOI: 10.1002/nme.1620210408ISI: A1985AGC4400007Scopus ID: 2-s2.0-0022045869Local ID: f0f295e0-b2bb-11db-bf9d-000ea68e967bOAI: oai:DiVA.org:ltu-15529DiVA, id: diva2:988503
Note
Godkänd; 1985; 20070202 (cira)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2018-07-10Bibliographically approved

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Karlsson, Lennart

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