Static Wind Load Evaluation under Steady-State Wind Flow for 2-Edge Sloped Box Girder by Using Wind Tunnel Test

The two-edge box girder has been widely used as a stiffened girder in cable-stayed bridges. However, such girders have weakness in aerodynamic stability. To improve its aerodynamic stability, some previous researchers have given slope to the edge box instead of installing additional attachments to a...

Full description

Saved in:
Bibliographic Details
Main Authors: Hoyeop Lee, Jiho Moon
Format: Article
Language:English
Published: Wiley 2019-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2019/9397527
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1832551291892531200
author Hoyeop Lee
Jiho Moon
author_facet Hoyeop Lee
Jiho Moon
author_sort Hoyeop Lee
collection DOAJ
description The two-edge box girder has been widely used as a stiffened girder in cable-stayed bridges. However, such girders have weakness in aerodynamic stability. To improve its aerodynamic stability, some previous researchers have given slope to the edge box instead of installing additional attachments to aerodynamically stabilize the bridge. For wind load design, an angle of attack (AOA) has to be considered. However, the effect of AOA has not been studied for sloped box girder yet. In the present study, the effect of AOA on the static wind load coefficient was investigated for 2-edge sloped box girder. A series of wind tunnel tests was performed by varying the box slope angle from 0° to 17° where AOA was set from −10° to 10°. Results showed that the lateral wind force is considerably reduced with the increase of the box slope angle except the case with the physical angle of 8°–11°. For practical AOA range, the box slope should be larger than 15° to minimize the aerodynamic static lateral force on the girder.
format Article
id doaj-art-e87227d5e53e4761a52a54a8c7e53018
institution Kabale University
issn 1687-8086
1687-8094
language English
publishDate 2019-01-01
publisher Wiley
record_format Article
series Advances in Civil Engineering
spelling doaj-art-e87227d5e53e4761a52a54a8c7e530182025-02-03T06:01:53ZengWileyAdvances in Civil Engineering1687-80861687-80942019-01-01201910.1155/2019/93975279397527Static Wind Load Evaluation under Steady-State Wind Flow for 2-Edge Sloped Box Girder by Using Wind Tunnel TestHoyeop Lee0Jiho Moon1Kepco Research Institute, Yuseong-Gu, Daejeon 34056, Republic of KoreaDepartment of Civil Engineering, Kangwon National University, Chuncheon-si, Gangwon-do 24341, Republic of KoreaThe two-edge box girder has been widely used as a stiffened girder in cable-stayed bridges. However, such girders have weakness in aerodynamic stability. To improve its aerodynamic stability, some previous researchers have given slope to the edge box instead of installing additional attachments to aerodynamically stabilize the bridge. For wind load design, an angle of attack (AOA) has to be considered. However, the effect of AOA has not been studied for sloped box girder yet. In the present study, the effect of AOA on the static wind load coefficient was investigated for 2-edge sloped box girder. A series of wind tunnel tests was performed by varying the box slope angle from 0° to 17° where AOA was set from −10° to 10°. Results showed that the lateral wind force is considerably reduced with the increase of the box slope angle except the case with the physical angle of 8°–11°. For practical AOA range, the box slope should be larger than 15° to minimize the aerodynamic static lateral force on the girder.http://dx.doi.org/10.1155/2019/9397527
spellingShingle Hoyeop Lee
Jiho Moon
Static Wind Load Evaluation under Steady-State Wind Flow for 2-Edge Sloped Box Girder by Using Wind Tunnel Test
Advances in Civil Engineering
title Static Wind Load Evaluation under Steady-State Wind Flow for 2-Edge Sloped Box Girder by Using Wind Tunnel Test
title_full Static Wind Load Evaluation under Steady-State Wind Flow for 2-Edge Sloped Box Girder by Using Wind Tunnel Test
title_fullStr Static Wind Load Evaluation under Steady-State Wind Flow for 2-Edge Sloped Box Girder by Using Wind Tunnel Test
title_full_unstemmed Static Wind Load Evaluation under Steady-State Wind Flow for 2-Edge Sloped Box Girder by Using Wind Tunnel Test
title_short Static Wind Load Evaluation under Steady-State Wind Flow for 2-Edge Sloped Box Girder by Using Wind Tunnel Test
title_sort static wind load evaluation under steady state wind flow for 2 edge sloped box girder by using wind tunnel test
url http://dx.doi.org/10.1155/2019/9397527
work_keys_str_mv AT hoyeoplee staticwindloadevaluationundersteadystatewindflowfor2edgeslopedboxgirderbyusingwindtunneltest
AT jihomoon staticwindloadevaluationundersteadystatewindflowfor2edgeslopedboxgirderbyusingwindtunneltest