安装肋条斜拉索的涡激振动和气动力特性研究OA北大核心CSTPCD
Study on Vortex-Induced Vibration and Aerodynamic Force Characteristic of Stay Cables with Ribs Installed
以安装肋条斜拉索为研究对象,通过风洞试验系统研究肋条的安装方式(通长安装和间断交错安装)、尺寸和数量对斜拉索涡激振动和气动力的影响,并分析涡激振动的抑制机理.结果表明:和标准斜拉索相比,安装肋条斜拉索能有效抑制涡激振动,且间断交错安装方式的抑振效果优于通长安装方式,肋条数量为8根的控制效果优于6根和12根;增加肋条宽度和厚度都会减小涡激振动振幅;肋条斜拉索的脉动升力系数显著小于标准斜拉索,且功率谱尖峰幅值降低或不存在显著尖峰,表明间断交错肋条可以降低卡门涡脱落强度甚至完全抑制;对于气动力,在试验雷诺数范围内,安装肋条后平均气动力系数无明显雷诺数效应;相比于标准斜拉索,肋条为通长安装时均会增加斜拉索的平均阻力系数,而采用间断交错安装时,不同肋条数量、尺寸和风攻角对斜拉索的增阻减阻情况不同.当采用8根尺寸为 20 mm×15 mm的肋条间断交错安装时,在所有风攻角下都有良好的抑振效果,最大涡振振幅减小率可达到96.79%,且平均阻力系数均稳定在1.13附近,平均升力系数均稳定在0附近.
Hence,further investigation is needed.Taking the stay cables with ribs installed as the object,a series of wind tunnel tests were conducted to systematically study the effects of the installation methods(through-length installation and intermittent staggered installation),sizes and numbers of ribs on the VIV,and aerodynamic force.Additionally,the suppression mechanism of vortex-induced vibration(VIV)was analyzed.Results show that stay cables with ribs can effectively suppress VIV compared with standard stay cables.The intermittent staggered installation exhibits a better vibration suppression effect than the through-length installation.The control effect was better for 8 ribs than for 6 and 12 ribs.Increasing rib width and thickness can reduce the amplitude of VIV.The fluctuating lift coefficients of the stay cables with ribs are remarkably smaller than those of the standard stay cables.Moreover,the amplitudes of the power spectrum peaks are significantly reduced,or the peaks are even vanished.This suggests that intermittent staggered rib can weaken the strength of Karman vortex shedding or even control it completely.For aerodynamic forces,the Reynolds number effect on the mean aerodynamic coefficient is significantly weakened by the ribs.Compared to standard stay cables,the installation of ribs throughout the entire length increases the mean drag coefficient of the stay cables.When the installation is intermitte staggered,the increase and decrease in the drag varies with the number and size of ribs and the wind attack angle.When the ribs with the size of 20mm×15mm and the number of 8 are intermittently staggered,good vibration suppression effects can be obtained at all wind attack angles.The maximum reduction of VIV amplitude can reach 96.79%,the mean drag coefficient is near 1.13,and the mean lift coefficient is near 0.
刘庆宽;韩鹏;孙一飞;褚泽楷;王滨璇;李凯文
省部共建交通工程结构力学行为与系统安全国家重点实验室(石家庄铁道大学),河北 石家庄 050043||河北省风工程和风能利用工程技术创新中心(石家庄铁道大学),河北 石家庄 050043||石家庄铁道大学 土木工程学院,河北 石家庄 050043石家庄铁道大学 土木工程学院,河北 石家庄 050043
交通运输
斜拉索肋条风洞试验涡激振动气动力特性
stay cablesribswind tunnel testvortex-induced vibration(VIV)aerodynamic force characteristic
《湖南大学学报(自然科学版)》 2024 (007)
95-110 / 16
河北省自然科学基金创新研究群体项目(E2022210078),Innovation Research Group Project of Natural ScienceFoundation of He-bei Province of China(E2022210078);中央引导地方科技发展资金项目(236Z5410G),Central Leading Local Science and Technology Devel-opment Fund Project(236Z5410G);河北省高端人才项目(Grant No.[2019]63),High-end Talents Project of Hebei Province of China(Grant No.[2019]63);石家庄铁道大学研究生创新资助项目(YC2023054),Postgraduate Innovation Project of Shijiazhuang Tiedao Univer-sity(YC2023054)
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