Flow field analysis of a pentagonal-shaped bridge deck by unsteady RANS

Long-span cable-stayed bridges are susceptible to dynamic wind effects due to their inherent flexibility. The fluid flow around the bridge deck should be well understood for the efficient design of an aerodynamically stable long-span bridge system. In this work, the aerodynamic features of a pentago...

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Main Authors: Md. Naimul Haque, Hiroshi Katsuchi, Hitoshi Yamada, Mayuko Nishio
Format: Article
Language:English
Published: Taylor & Francis Group 2016-01-01
Series:Engineering Applications of Computational Fluid Mechanics
Subjects:
Online Access:http://dx.doi.org/10.1080/19942060.2015.1099569
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author Md. Naimul Haque
Hiroshi Katsuchi
Hitoshi Yamada
Mayuko Nishio
author_facet Md. Naimul Haque
Hiroshi Katsuchi
Hitoshi Yamada
Mayuko Nishio
author_sort Md. Naimul Haque
collection DOAJ
description Long-span cable-stayed bridges are susceptible to dynamic wind effects due to their inherent flexibility. The fluid flow around the bridge deck should be well understood for the efficient design of an aerodynamically stable long-span bridge system. In this work, the aerodynamic features of a pentagonal-shaped bridge deck are explored numerically. The analytical results are compared with past experimental work to assess the capability of two-dimensional unsteady RANS simulation for predicting the aerodynamic features of this type of deck. The influence of the bottom plate slope on aerodynamic response and flow features was investigated. By varying the Reynolds number (2 × 104 to 20 × 104) the aerodynamic behavior at high wind speeds is clarified.
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spelling doaj.art-07285ab8290941b9a16c026d657c1fe42022-12-21T18:41:08ZengTaylor & Francis GroupEngineering Applications of Computational Fluid Mechanics1994-20601997-003X2016-01-0110111610.1080/19942060.2015.10995691099569Flow field analysis of a pentagonal-shaped bridge deck by unsteady RANSMd. Naimul Haque0Hiroshi Katsuchi1Hitoshi Yamada2Mayuko Nishio3Yokohama National UniversityYokohama National UniversityYokohama National UniversityYokohama National UniversityLong-span cable-stayed bridges are susceptible to dynamic wind effects due to their inherent flexibility. The fluid flow around the bridge deck should be well understood for the efficient design of an aerodynamically stable long-span bridge system. In this work, the aerodynamic features of a pentagonal-shaped bridge deck are explored numerically. The analytical results are compared with past experimental work to assess the capability of two-dimensional unsteady RANS simulation for predicting the aerodynamic features of this type of deck. The influence of the bottom plate slope on aerodynamic response and flow features was investigated. By varying the Reynolds number (2 × 104 to 20 × 104) the aerodynamic behavior at high wind speeds is clarified.http://dx.doi.org/10.1080/19942060.2015.1099569flow fieldpentagonal bridge deckseparation interference methodaerodynamic behaviorunsteady RANSReynolds number
spellingShingle Md. Naimul Haque
Hiroshi Katsuchi
Hitoshi Yamada
Mayuko Nishio
Flow field analysis of a pentagonal-shaped bridge deck by unsteady RANS
Engineering Applications of Computational Fluid Mechanics
flow field
pentagonal bridge deck
separation interference method
aerodynamic behavior
unsteady RANS
Reynolds number
title Flow field analysis of a pentagonal-shaped bridge deck by unsteady RANS
title_full Flow field analysis of a pentagonal-shaped bridge deck by unsteady RANS
title_fullStr Flow field analysis of a pentagonal-shaped bridge deck by unsteady RANS
title_full_unstemmed Flow field analysis of a pentagonal-shaped bridge deck by unsteady RANS
title_short Flow field analysis of a pentagonal-shaped bridge deck by unsteady RANS
title_sort flow field analysis of a pentagonal shaped bridge deck by unsteady rans
topic flow field
pentagonal bridge deck
separation interference method
aerodynamic behavior
unsteady RANS
Reynolds number
url http://dx.doi.org/10.1080/19942060.2015.1099569
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AT hiroshikatsuchi flowfieldanalysisofapentagonalshapedbridgedeckbyunsteadyrans
AT hitoshiyamada flowfieldanalysisofapentagonalshapedbridgedeckbyunsteadyrans
AT mayukonishio flowfieldanalysisofapentagonalshapedbridgedeckbyunsteadyrans