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Reynolds Number Effects in the Flow Around a Bluff Bridge Deck Cross Section

Schewe, G. and Larsen, A. (1998) Reynolds Number Effects in the Flow Around a Bluff Bridge Deck Cross Section. Journal of Wind Engineering and Industrial Aerodynamics, 74-76, pp. 829-838.

Full text not available from this repository.

Abstract

A commom assumption in wind engineering is that the flow around bluff and sharp edged bodies is independent of Reynolds number, Re. An important practical implication of this assumption is that aerodynamic parameters such as Strouhal number, lift and drag coefficients may be obtained from low speed wind tunnel model tests and applied directly to the prototype structure.

Item URL in elib:https://elib.dlr.de/14095/
Document Type:Article
Additional Information: LIDO-Berichtsjahr=1999,
Title:Reynolds Number Effects in the Flow Around a Bluff Bridge Deck Cross Section
Authors:
AuthorsInstitution or Email of AuthorsAuthors ORCID iD
Schewe, G.UNSPECIFIEDUNSPECIFIED
Larsen, A.UNSPECIFIEDUNSPECIFIED
Date:1998
Journal or Publication Title:Journal of Wind Engineering and Industrial Aerodynamics
Refereed publication:Yes
Open Access:No
Gold Open Access:No
In SCOPUS:No
In ISI Web of Science:Yes
Volume:74-76
Page Range:pp. 829-838
Status:Published
Keywords:Strouhal number, vortex shedding excitation, Reynolds number effects, sharp edged cross sections, bridge aerodynamics
HGF - Research field:Aeronautics, Space and Transport (old)
HGF - Program:Aeronautics
HGF - Program Themes:other
DLR - Research area:Aeronautics
DLR - Program:L ST - Starrflüglertechnologien
DLR - Research theme (Project):L - Flexible Aircraft (old)
Location: Göttingen
Institutes and Institutions:Institute of Aeroelasticity
Deposited By: DLR-Beauftragter, elib
Deposited On:16 Sep 2005
Last Modified:14 Jan 2010 21:24

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