Skip to main content

Advertisement

Log in

Bridge Flutter Characteristics Under a Non-uniform Attack Angle Wind Field

  • Research Paper
  • Published:
Iranian Journal of Science and Technology, Transactions of Civil Engineering Aims and scope Submit manuscript

Abstract

The non-uniform inflow of wind with a large attack angle in mountainous areas poses a considerable challenge to the wind resistance design of long-span bridges. With the increase in the number of bridges in mountainous areas, the aerodynamic characteristics of bridges in a non-uniform wind field, especially the flutter stability, merit consideration. Through comparative analysis, this study examines the influence of amplitude and other parameters on the computational fluid dynamics (CFD) identification accuracy of flutter derivatives. Moreover, it provides the recommended values of each parameter. The flutter response of bridges in three typical non-uniform attack angle wind fields (linear, cubic parabolic, and quadratic parabola distribution) is analyzed, and the influence of the characteristic parameters on the critical flutter wind speed is determined. The results show that the mid-span is the attack-angle-sensitive area. Taking the maximum attack angle as a reference is too conservative, while it is sometimes dangerous to use the mean attack angle. Based on the principle of response equivalence, the three kinds of non-uniform wind fields can be simplified by appropriate attack angle reference value, which can provide reference for the wind resistance design of bridges in mountainous areas.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17
Fig. 18
Fig. 19
Fig. 20
Fig. 21
Fig. 22
Fig. 23
Fig. 24
Fig. 25
Fig. 26
Fig. 27

Similar content being viewed by others

References

  • Bai H, Li JW, Li JX (2012) Experimental study on wind field characteristics of Sanshui river bridge site located in west valley region. J Vib Shock 31(14):74–78

    Google Scholar 

  • Chen WL (1979) Analysis of the wind field in the canyon. Trans Atmos Sci S1:28–33

    Google Scholar 

  • Chen ZZ, Li CG, Zhang ZT, Liao JH (2008) Model test study of wind field characteristics of long-span bridge site in mountainous valley terrain. Exp Fluid Dyn 03:54–59

    Google Scholar 

  • Claudio M, Ante O, Ralph V, Günter S (2010) Unsteady RANS simulations of flow around a bridge section. J Wind Eng Ind Aerodyn 98(12):742–753. https://doi.org/10.1016/j.jweia.2010.06.010

    Article  Google Scholar 

  • Ding HP (2015) Investigation on spatial distribution of mean wind in valley. Dissertation, Southwest Jiaotong University

  • Fu BP (1963) Wind speed in the valley. Acta Meteor Sin 04:518–526

    Google Scholar 

  • Hong XM, Guo WH, Xiong AP (2017) Numerical simulation of distribution characteristic of wind fields and terrain’s influence in mountain canyon. J Chang’an Univ (Nat Sci Ed) 37(05):56–64

    Google Scholar 

  • Hu P, Han Y, Xu G, Cai CS, Cheng W (2020) Effects of inhomogeneous wind fields on the aerostatic stability of a long-span cable-stayed bridge located in a mountain-gorge terrain. J Aerosp Eng 33(3):04020006. https://doi.org/10.1061/(ASCE)AS.1943-5525.0001117

    Article  Google Scholar 

  • Hu FQ (2006) The research of wind characteristic parameters and flutter instability of suspension bridges with a steel truss stiffened girder in mountainous regions. Dissertation, Tongji University

  • Hu P (2013) Study on wind characteristics at bridge site in a deep-cutting gorge by wind tunnel test and CFD method. Dissertation, Southwest Jiaotong University

  • Li YL, Cao XT, Tang K, Liao HL (2011) Study of spatial distribution feature of wind fields over bridge site with a deep-cutting gorge using numerical simulation. Chin Civ Eng J 44(02):116–122

    Google Scholar 

  • Li YL, Yu JS, Zhang MJ, Tang HJ (2021) Wind characteristics of a bridge site and wind-resistance key technology in complex mountains. Sci Sin (technologica) 51(05):530–542. https://doi.org/10.1360/SST-2020-0151

    Article  Google Scholar 

  • Liu Y (2014) Mountain valley bridge site wind characteristics field measurement study and numerical simulation. Dissertation, Changsha University of Science and Technology

  • Rollet-Miet P, Laurence D, Ferziger J (1999) LES and RANS of turbulent flow in tube bundles. Int J Heat Fluid Flow 20(3):241–254. https://doi.org/10.1016/S0142-727X(99)00006-5

    Article  Google Scholar 

  • Shen GH, Yao D, Yu SC, Lou WJ (2016) Wind tunnel test of wind field characteristics on isolated hill and two adjacent hills. J Zhejiang Univ (Eng Sci) 50(05):805–812

    Google Scholar 

  • Song JL (2021) Study on wind characteristics and aerostatic stability of the long-span pedestrian suspension bridge in the valleys. Dissertation, Chang’an University

  • Tang HJ, Li YL, Shum KM (2018) Flutter performance of long-span suspension bridges under non-uniform inflow. Adv Struct Eng 21(2):201–213. https://doi.org/10.1177/1369433217713926

    Article  Google Scholar 

  • Tang H, Li Y, Shum KM, Xu X, Tao Q (2020) Non-uniform wind characteristics in mountainous areas and effects on flutter performance of a long-span suspension bridge. J Wind Eng Ind Aerodyn 201:104–177. https://doi.org/10.1016/j.jweia.2020.104177

    Article  Google Scholar 

  • Tang CP (2014) Study on the wind characteristic parameters and buffeting response of long-span steel truss arch bridge of mountainous regions in western china. Dissertation, Chongqing University

  • Yan C (2019) The influence of non-uniform wind field on the flutter stability of long-span suspension bridges. Dissertation, Changsha University of Science and Technology

  • Yao JF, Shen GH, Yao D, Xing YL (2016) CFD-Based numerical simulation of wind field characteristics on valley and col terrain. J Harbin Inst Technol 48(12):165–171. https://doi.org/10.11918/j.issn.0367-6234.2016.12.024

    Article  Google Scholar 

  • Ying XY, Xu FY, Zhang Z (2012) Numerical simulation and visualization of flow around rectangular bluff bodies. In: Colloquium on bluff bodies aerodynamics and applications. Shanghai (China)

  • Zhang HJ, Zhao JF, Cao DZ, Niu HW (2014) Wind tunnel test on the influence of col features on wind speed distribution. J Exp Fluid Mech 28(04):25–30. https://doi.org/10.11729/syltlx20130044

    Article  Google Scholar 

  • Zhang ZY (2017) Distribution characteristics of average wind speed in typical valley and aerostatic stability analysis of cross-valley pipeline suspension bridge. Dissertation, Southwest Jiaotong University

  • Zhu LD, Ren PJ, Chen W, Zhou C (2011) Investigation on wind profiles in the deep gorge at the Balinghe bridge site via field measurement. J Exp Fluid Mech 25(04):15–21. https://doi.org/10.3969/j.issn.1672-9897.2011.04.003

    Article  Google Scholar 

Download references

Acknowledgements

The authors of this paper acknowledge the partial financial support from the National Natural Science Foundation of China (Grant No. 5197081555).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Jiawu Li.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Xing, S., Li, J., Shi, Z. et al. Bridge Flutter Characteristics Under a Non-uniform Attack Angle Wind Field. Iran J Sci Technol Trans Civ Eng 47, 691–711 (2023). https://doi.org/10.1007/s40996-022-00907-9

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s40996-022-00907-9

Keywords

Navigation