期刊文献+

风攻角对宽高比为5的矩形断面梁气动力特性的影响 被引量:2

Influence of Wind Attacking Angle on Aerodynamic Characteristic of Rectangular Girder with Aspect Ratio 5
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摘要 针对宽高比为5的矩形断面梁进行了节段模型测压风洞试验,研究了矩形断面梁的气动力特性随风攻角的变化规律.研究结果表明:在0°~6°的风攻角范围内,风攻角对斯托罗哈数的影响很小;不同风攻角下的驰振力系数均大于0;与上表面中间位置的测点相比,上表面边缘位置测点的压力与升力和扭矩的相关性更强;上表面边缘位置测点的压力与升力和扭矩的相关性对风攻角的变化不敏感;随着风攻角的增大,上表面中间位置测点的压力与升力和扭矩的相关性显著增强. A pressure-measured sectional model wind tunnel test of rectangular girder with aspect ratio 5 was performed.The changing rule of aerodynamic characteristic of rectangular girder versus wind attacking angle was studied.The study results show that when wind attacking angle is in range of 0°~6°, the change of wind attac-king angle has little effect on Strouhal number.The galloping force coefficients under different wind attacking an-gles are greater than zero.Compared with point-pressure in center of upper surface, point-pressure in the edge of upper surface is more correlated with lift force and torque.With the increase of the wind attacking angle, the correlation of point-pressure in edge of upper surface with lift force and torque changes little, while correlation of point-pressure in center of upper surface with lift force and torque increases dramatically.
作者 杨群 刘小兵
出处 《石家庄铁道大学学报(自然科学版)》 2015年第1期6-11,39,共7页 Journal of Shijiazhuang Tiedao University(Natural Science Edition)
基金 国家自然科学基金(51308359) 河北省自然科学基金(E2013210103) 河北省高等学校科学技术研究基金(QN20131169)
关键词 矩形断面梁 气动力 风洞试验 测压 rectangular girder aerodynamic force wind tunnel test pressure-measured
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参考文献8

  • 1LarsenA.Advancesinaeroelasticanalysesofsuspensionandcable-stayedbridges[J].JournalofWindEngineeringandIndus-trialAerodynamics,1998,74/76:73-90.
  • 2刘志文,陈政清.H/B=1/5矩形断面气动性能研究[C]//第十三届全国结构风工程学术会议论文集.大连:中国土木工程协会桥梁与结构工程分会风工程委员会,2007:91-99.
  • 3BartoliG,BrunoL,BurestiG,etal.BARC:ABenchmarkontheAerodynamicsofaRectangular5:1Cylinder[J].JournalofFluidsandStructures,2009,25:586.
  • 4BrunoL,CosteN,FransosD.Simulatedflowaroundarectangular5:1cylinder:Spanwisediscretisationeffectsandemergingflowfeatures[J].JournalofWindEngineeringandIndustrialAerodynamics,2012,104/106:203-215.
  • 5BrunoL,FransosD,CosteN,etal.3Dflowaroundarectangularcylinder:Acomputationalstudy[J].JournalofWindEngi-neeringandIndustrialAerodynamics,2010,98:263-276.
  • 6BrunoL,SalvettiM,RicciardelliF.BenchmarkontheAerodynamicsofaRectangular5:1Cylinder:Anoverviewafterthefirstfouryearsofactivity[J].JournalofWindEngineeringandIndustrialAerodynamics,2014,126:87-106.
  • 7李加武,林志兴,金挺.压力积分法在桥梁断面雷诺数效应研究中的应用[J].振动工程学报,2006,19(4):505-508. 被引量:14
  • 8ScheweG.Reynolds-number-effectsinflowaroundarectangularcylinderwithaspectratio1:5[J].JournalofFluidsandStructures,2013,39:15-26.

二级参考文献7

  • 1Emil Simiu,Robert H Scanlan.Wind Effects On Structures[M].John Wiley & Sons,Inc,1996.
  • 2Gunter Schewe,Allan Larsen.Reynolds number effects in the flow around a bluff bridge deck cross section[J].J.Wind.Eng.Ind.Aerodyn.,1998,74-76:829-838.
  • 3Kubo Y,Nogami C,Yamaguchi E,et al.Study on Reynolds number effect of a cable-stayed bridge girder[A].Wind Engineering into the 21st Century[C].1999,935-940.
  • 4Ricciardelli F,Hangan H.Pressure distribution,aerodynamic forces and dynamic response of box bridge sections[J].Wind and Structures,2001,4(5):399-412.
  • 5Larose G L,Tanaka H,Gisming N.J,et al.Direct measurement of buffeting with forces on bridge decks[J].J.Wind Eng.Ind.Aerodyn.,1998,74-76:809-818.
  • 6Stommen E,Hjorth-Hansen E,Kaspersen J H.Dynamic loading effects of a rectangular box girder bridge[A].BBAAIV[C].Bochum,Germany,2000,51-54.
  • 7Frandsen J B.Simultaneous pressures and accelerations measured full-scale on the Great belt East suspension bridge[J].J.Wind Eng.Ind.Aerodyn.,2001,89:95-129.

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二级引证文献6

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