摘要
以某拱桥为例,通过数值模拟研究了串列双矩形拱肋的气动干扰效应,及其对两截面气动力系数的影响。在对计算模型进行验证的基础上,进一步研究了截面宽高比、间距比和来流风攻角对拱肋周围流场的影响,并结合压力云图和湍动能云图解释了气动力系数的变化规律,讨论了不同宽高比截面的漩涡脱落频率与结构自振频率之间的关系,分析了两拱肋升力时程的差异对整体扭矩可能产生的增大效应。结果表明:串列拱肋间的气动干扰效应显著。受上游截面尾流的影响,下游截面的阻力系数明显减小,其值与漩涡的形态、能量大小、移动轨迹等因素密切相关。上、下游截面的升力时程在幅值和相位上存在明显差异,导致拱肋整体的力矩增大,其效应随宽高比或间距比的增大而明显加强,随风攻角的增大而有所降低。漩涡脱落频率随宽高比的增大呈先增大后减小的趋势,而受间距比、风攻角的影响有限。对漩涡脱落频率与宽高比的变化进行多项式拟合,结合结构的模态频率可为拱肋的气动外形设计提供参考。
Taking an arch bridge as the example,the aerodynamic interference between two rectangular arch ribs in tandem arrangement and the effect on the aerodynamic coefficients of the cross sections are studied by numerical simulations.After checking the reliability of the numerical models,the flow fields are simulated around the arch ribs with different aspect ratios,spacing ratios,and angles of attack.The variations of the aerodynamic coefficients are explained based on pressure contours and turbulent kinetic energy contours.The relationships are discussed between the vortex shedding frequencies with different aspect ratios and the structural modal frequencies.The differences of the lift time series are also analyzed between the two arch ribs,which may increase the whole torsional moment.The results show that the aerodynamic interference is significant between the two arch ribs in tandem arrangement.In the wake of the upstream one,the drag coefficient of the downstream one largely decreases,which is closely related to the form,to the vorticity,and to the motion trail of the vortices.The contrast of the lift time series of the two cross sections shows the differences in amplitude and phase.As a result,the whole torsional moment increases,which is significantly enhanced with the increase of aspect ratio or of spacing ratio,while slightly weakened with the increase of attack angle.The vortex shedding frequency increases first and then decreases with the increase of aspect ratio,while it is less affected by the spacing ratio and by the attack angle.The variation of the vortex shedding frequency versus the aspect ratio is fitted by a polynomial and the structural modal frequencies are compared,which provides a reference for the aerodynamic configuration design of the arch.
作者
张航
唐浩俊
莫威
李永乐
ZHANG Hang;TANG Hao-jun;MO Wei;LI Yong-le(Department of Bridge Engineering,Southwest Jiaotong University,Chengdu 610031,China;Wind Engineering Key Laboratory of Sichuan Province,Chengdu 610031,China)
出处
《工程力学》
EI
CSCD
北大核心
2023年第6期131-143,共13页
Engineering Mechanics
基金
国家自然科学基金项目(52178507)。
关键词
拱肋
气动干扰
气动力系数
流场分析
漩涡
漩涡脱落频率
arch ribs
aerodynamic interference
aerodynamic coefficients
flow field analysis
vortices
vortex shedding frequency
