Wind and Structures

  • 제4권5호
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  • Pages.399-412
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  • 2001
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  • 1226-6116(pISSN)
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  • 1598-6225(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Pressure distribution and aerodynamic forces on stationary box bridge sections

  • Ricciardelli, Francesco (Department of Mechanics and Materials, University of Reggio Calabria) ;
  • Hangan, Horia (The Boundary Layer Wind Tunnel Laboratory, The University of Western Ontario)
  • 발행 : 2001.10.25
⟨ 이전 논문 다음 논문 ⟩

초록

Simultaneous pressure and force measurements have been conducted on a stationary box deck section model for two configurations (namely without and with New Jersey traffic barriers) at various angles of incidence. The mean and fluctuating aerodynamic coefficients and pressure coefficients were derived, together with their spectra and with the coherence functions between the pressures and the total aerodynamic forces. The mean aerodynamic coefficients derived from force measurements are first compared with those derived from the integration of the pressures on the deck surface. Correlation between forces and local pressures are determined in order to gain insight on the wind excitation mechanism. The influence of the angle of incidence on the pressure distribution and on the fluctuating forces is also analysed. It is evidenced how particular deck section areas are more responsible for the aerodynamic excitation of the deck.

키워드

참고문헌

  1. Davenport, A.G. and King, J.P.C. (1982), "A study of the wind effect for the Sunshine Skyway Bridge, Tampa, Florida, concrete alternate", BLWT-SS24-1982, The Boundary Layer Wind Tunnel Laboratory, The University of Western Ontario, London, Canada.
  2. Hann, F.L. jr., Kareem, A. and Szewczyk, A.A. (2000), "Experimental measurements of spanwise correlation of self-excited forces on a rectangular cross section", Proc. of Fourth Int. Colloquium on Bluff Body Aerodynamic and Applications, Bochum, Germany
  3. Larose, G.L. (1992), "The response of a suspension bridge deck to turbulent wind: the taut strip model approach", MESc Thesis, The Boundary Layer Wind Tunnel Laboratory, The University of Western Ontario, London, Canada.
  4. Larose, G.L., Tanaka, H., Gimsing, N.J. and Dyrbye, C. (1998), "Direct measurements of buffeting wind forces on bridge decks", J. Wind Eng. Ind. Aerod., 74-76, 809-818. https://doi.org/10.1016/S0167-6105(98)00073-7

피인용 문헌

  1. Analysis of self-excited forces for a box-girder bridge deck through unsteady RANS simulations vol.63, 2016, https://doi.org/10.1016/j.jfluidstructs.2016.02.007
  2. Applicability of URANS and DES Simulations of Flow Past Rectangular Cylinders and Bridge Sections vol.3, pp.4, 2015, https://doi.org/10.3390/computation3030479
  3. Probabilistic aerostability capacity models and fragility estimates for cable-stayed bridge decks based on wind tunnel test data vol.126, 2016, https://doi.org/10.1016/j.engstruct.2016.07.022
  4. Edge degree-of-sharpness and free-stream turbulence scale effects on the aerodynamics of a bridge deck vol.98, pp.10-11, 2010, https://doi.org/10.1016/j.jweia.2010.06.008
  5. Unsteady RANS simulations of flow around a bridge section vol.98, pp.12, 2010, https://doi.org/10.1016/j.jweia.2010.06.010
  6. Pressure distribution, aerodynamic forces and dynamic response of box bridge sections vol.90, pp.10, 2002, https://doi.org/10.1016/S0167-6105(02)00227-1
  7. On the wind loading mechanism of long-span bridge deck box sections vol.91, pp.12-15, 2003, https://doi.org/10.1016/j.jweia.2003.09.011
  8. Pressure Distribution and Global Forces on a Bridge Deck Section: Experimental and CFD Analysis of Static Aerodynamic Forces vol.20, pp.9, 2015, https://doi.org/10.1061/(ASCE)BE.1943-5592.0000695
  9. Control of vortex shedding-induced effects in a sectional bridge model by spanwise perturbation method vol.95, pp.8, 2007, https://doi.org/10.1016/j.jweia.2007.01.006
  10. Probabilistic evaluation of the aerodynamic properties of a bridge deck vol.99, pp.6-7, 2011, https://doi.org/10.1016/j.jweia.2011.03.007
  11. Numerical analysis on the difference of drag force coefficients of bridge deck sections between the global force and pressure distribution methods vol.159, 2016, https://doi.org/10.1016/j.jweia.2016.10.004
  12. Effect of beam slope on the static aerodynamic response of edge-girder bridge-deck vol.25, pp.2, 2001, https://doi.org/10.12989/was.2017.25.2.157
  13. Predicting the flutter speed of a pedestrian suspension bridge through examination of laboratory experimental errors vol.172, pp.None, 2001, https://doi.org/10.1016/j.engstruct.2018.06.042
  14. Sensitivity Investigation on the Pressure Coefficients Non-Dimensionalization vol.6, pp.4, 2001, https://doi.org/10.3390/infrastructures6040053
  15. Effects of the angle of attack on the aerodynamic characteristics of a streamlined box girder vol.24, pp.10, 2001, https://doi.org/10.1177/1369433221992490