Comparison of force-balance and pressure measurements on deck strips on a stationary bridge model

Abstract Synchronical measurements of fluctuating lifts and moments on six bridge deck strips in a motionless 1:45 scale model were carried out in the TJ-2 Wind Tunnel at Tongji University by using six miniature force-balances. Furthermore, synchronical measurements of pressures on six same-arranged strips in another identical model were also conducted for comparison. The paper describes how the new balance functioned and measured the fluctuating lift and moments, and compared the results with those from the pressure measurements. The comparisons demonstrate that the shapes of the spectra, and standard deviations of the lift and moment coefficients from the pressure and force-balance measurements show very good agreement, and the span-wise coherences and aerodynamic admittances of lift and moment are also very similar. The innovative miniature force-balance attached to the thin deck strips was proven to work reliably and accurately, and it had many advantages compared to pressure measurements, especially for bridge decks with wind barriers, crash barriers and other ancillaries, on which the wind loads would not be measured in pressure measurement tests. It was found that the ancillaries of bridge have little effect on the span-wise coherence of the buffeting force, but have a strong influence on the aerodynamic admittance.

[1]  N. Gimsing,et al.  The dynamic action of gusty winds on long-span bridges , 1997 .

[2]  N. P. Jones,et al.  Identification of aeroelastic parameters of flexible bridges , 1994 .

[3]  Ming Gu,et al.  Direct identification of flutter derivatives and aerodynamic admittances of bridge decks , 2004 .

[4]  Erik Hjorth-Hansen,et al.  Wind buffeting of a rectangular box girder bridge , 1992 .

[5]  Emanuele Zappa,et al.  On the response of a bridge deck to turbulent wind: a new approach , 2002 .

[6]  Kazutoshi Matsuda,et al.  Aerodynamic admittance and the `strip theory’ for horizontal buffeting forces on a bridge deck , 1999 .

[7]  H. Tanaka,et al.  New Estimation Method of Aerodynamic Admittance Function , 2001 .

[8]  B. J. Vickery,et al.  Pressure correlations on a rough cone in turbulent shear flow , 1995 .

[9]  Alberto Zasso,et al.  Forced motion and free motion aeroelastic tests on a new concept dynamometric section model of the Messina suspension bridge , 2004 .

[10]  Lei Yan,et al.  Span-wise correlation of wind-induced fluctuating forces on a motionless flat-box bridge deck , 2016 .

[11]  Hiromichi Shirato,et al.  Coherence characteristics of fluctuating lift forces for rectangular shape with various fairing decks , 2014 .

[12]  Ledong Zhu,et al.  Nonlinearity of mechanical damping and stiffness of a spring-suspended sectional model system for wind tunnel tests , 2015 .

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

[14]  Ding Quanshun Spectral Characteristics and Spanwise Coherence of Buffeting Forces on a Flat Box-Girder Bridge Deck , 2009 .

[15]  A. G. Davenport Buffeting of a Suspension Bridge by Storm Winds , 1962 .

[16]  Hongxing Yang,et al.  Turbulent intensity and Reynolds number effects on an airfoil at low Reynolds numbers , 2014 .

[17]  Ledong Zhu Buffeting response of long span cable-supported bridges under skew winds : field measurement and analysis , 2002 .

[18]  Ahsan Kareem,et al.  Multimode coupled flutter and buffeting analysis of long span bridges , 2001 .

[19]  H. W. Liepmann,et al.  On the Application of Statistical Concepts to the Buffeting Problem , 1952 .

[20]  Ahsan Kareem,et al.  Advances in modeling of Aerodynamic forces on bridge decks , 2002 .

[21]  Emil Simiu,et al.  Wind effects on structures : fundamentals and applications to design , 1996 .

[22]  Emanuele Zappa,et al.  Complex aerodynamic admittance function role in buffeting response of a bridge deck , 2001 .

[23]  Alberto Zasso,et al.  Development of new systems to measure the aerodynamic forces on section models in wind tunnel testing , 2001 .

[24]  Lin Zhao,et al.  Investigations of aerodynamic effects on streamlined box girder using two-dimensional actively-controlled oncoming flow , 2013 .

[25]  Yozo Fujino,et al.  Characteristics of buffeting forces on flat cylinders , 1997 .

[26]  W. H. Melbourne,et al.  The aerodynamic admittance of two-dimensional rectangular section cylinders in smooth flow , 1986 .

[27]  J. B. Jakobsen Span-wise structure of lift and overturning moment on a motionless bridge girder , 1997 .

[28]  Zhenshan Guo,et al.  Nonlinear mathematical model of vortex-induced vertical force on a flat closed-box bridge deck , 2013 .

[29]  Y. Tamura,et al.  Spanwise pressure coherence on prisms using wavelet transform and spectral proper orthogonal decomposition based tools , 2011 .

[30]  A. G. Davenport,et al.  A statistical approach to the treatment of wind loading on tall masts and suspension bridges , 1961 .

[31]  B. J. Vickery Fluctuating lift and drag on a long cylinder of square cross-section in a smooth and in a turbulent stream , 1966, Journal of Fluid Mechanics.

[32]  Daniele Rocchi,et al.  Wind tunnel: a fundamental tool for long-span bridge design , 2015, Design, Assessment, Monitoring and Maintenance of Bridges and Infrastructure Networks.

[33]  W. Sears,et al.  Some Aspects of Non-Stationary Airfoil Theory and Its Practical Application , 1941 .

[34]  Lin Zhao,et al.  Cross-spectral recognition method of bridge deck aerodynamic admittance function , 2015, Earthquake Engineering and Engineering Vibration.

[35]  Shaopeng Li,et al.  The lift on an aerofoil in grid-generated turbulence , 2015, Journal of Fluid Mechanics.

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