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Numerical analysis of damped transient beam vibrations by use of Fourier transforms
Luleå tekniska universitet, Institutionen för teknikvetenskap och matematik, Produkt- och produktionsutveckling.
1985 (engelsk)Inngår i: International Journal for Numerical Methods in Engineering, ISSN 0029-5981, E-ISSN 1097-0207, Vol. 24, nr 4, s. 683-689Artikkel i tidsskrift (Fagfellevurdert) 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

sted, utgiver, år, opplag, sider
1985. Vol. 24, nr 4, s. 683-689
HSV kategori
Forskningsprogram
Datorstödd maskinkonstruktion
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URN: urn:nbn:se:ltu:diva-15529DOI: 10.1002/nme.1620210408ISI: A1985AGC4400007Scopus ID: 2-s2.0-0022045869Lokal ID: f0f295e0-b2bb-11db-bf9d-000ea68e967bOAI: oai:DiVA.org:ltu-15529DiVA, id: diva2:988503
Merknad
Godkänd; 1985; 20070202 (cira)Tilgjengelig fra: 2016-09-29 Laget: 2016-09-29 Sist oppdatert: 2018-07-10bibliografisk kontrollert

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