Experimental Study on the Spanwise Correlation of Vortex-Induced Force Using Large-Scale Section Model

To investigate the spanwise correlation of vortex-induced forces (VIF) of a typical section of a streamlined box girder, wind tunnel tests of simultaneous measurement of force and displacement responses of a sectional model were conducted in a smooth flow. The spanwise correlation of VIF and pressure coefficients on the measurement points of an oscillating main deck were analyzed in both the time domain and frequency domain, respectively. The research results indicated that the spanwise correlation of VIF and pressure coefficients on the measurement points were related to the amplitudes of vortex-induced vibration (VIV), both of them weakened with the increase of spanwise distance; the maximum value of spanwise correlation coefficient is situated at the ascending stage of the lock-in region, rather than at the extreme amplitude point. The amplitudes of VIV showed different impacts on the spanwise correlation of pressure coefficients on the measurement points of the upper and lower surfaces, for which the maximum value of the spanwise correlation coefficients is located at the extreme amplitude point and the ascending stage of the lock-in region, respectively. Furthermore, the spanwise correlation of the pressure coefficients decreases continually from the upstream to downstream of the main deck; large coherence of vortex-induced forces and pressure appears around the frequency of vortex shedding, and the coherence of VIF and pressure becomes smaller with the increase in the spanwise distance.

[1]  Wei Cheng,et al.  Wind characteristics and flutter performance of a long-span suspension bridge located in a deep-cutting gorge , 2021 .

[2]  H. Liao,et al.  Spanwise correlation of vortex-induced forces on typical bluff bodies , 2019, Journal of Wind Engineering and Industrial Aerodynamics.

[3]  Ledong Zhu,et al.  Measurement and verification of unsteady galloping force on a rectangular 2:1 cylinder , 2016 .

[4]  Fuyou Xu,et al.  Experimental Explorations of the Torsional Vortex-Induced Vibrations of a Bridge Deck , 2016 .

[5]  You-Lin Xu,et al.  Imperfect Correlation of Vortex-Induced Fluctuating Pressures and Vertical Forces on a Typical Flat Closed Box Deck , 2015 .

[6]  Francesco Ricciardelli,et al.  Effects of the vibration regime on the spanwise correlation of the aerodynamic forces on a 5:1 rectangular cylinder , 2010 .

[7]  Robert H. Scanlan,et al.  Observations on Low-Speed Aeroelasticity , 2002 .

[8]  Yozo Fujino,et al.  Wind-induced vibration and control of Trans-Tokyo Bay Crossing bridge , 2002 .

[9]  John H G Macdonald,et al.  Vortex-induced vibrations of the Second Severn Crossing cable-stayed bridge—full-scale and wind tunnel measurements , 2002 .

[10]  M. Matsumoto,et al.  Spanwise Coherence Characteristics of Surface Pressure Field on 2-D Bluff Bodies , 2001 .

[11]  Allan Larsen,et al.  Storebælt suspension bridge – vortex shedding excitation and mitigation by guide vanes , 2000 .

[12]  Allan Larsen,et al.  Reynolds Number Effects in the Flow Around a Bluff Bridge Deck Cross Section , 1998 .

[13]  A R Burden,et al.  JAPANESE CABLE-STAYED BRIDGE DESIGN. , 1991 .

[14]  Yasuharu Nakamura,et al.  Vortex excitation of prisms with elongated rectangular, H and [vdash ] cross-sections , 1986, Journal of Fluid Mechanics.

[15]  G. Schewe On the force fluctuations acting on a circular cylinder in crossflow from subcritical up to transcritical Reynolds numbers , 1983, Journal of Fluid Mechanics.

[16]  R. H. Wilkinson,et al.  Part II: Spanwise Correlation and Loading , 1981 .

[17]  R. Landl,et al.  A mathematical model for vortex-excited vibrations of bluff bodies , 1975 .

[18]  Alexander Schwartz,et al.  Design Of Buildings And Bridges For Wind A Practical Guide For Asce 7 Standard Users And Designers Of Special Structures , 2016 .

[19]  Qingkuan Liu,et al.  Wind Tunnel Study on Spanwise Correlation of Aerodynamic Forces on a 5:1 Rectangular Cylinder , 2013 .

[20]  Ferruccio Resta,et al.  Time domain aeroelastic force identification on bridge decks , 1995 .

[21]  Robert H. Scanlan,et al.  Modeling spanwise correlation effects in the vortex-induced response of flexible bridges , 1990 .