摘要
为研究串列多方柱的气动特性,采用刚性模型测压风洞试验的方法研究了雷诺数为3.2×104时,间距比在1.2~8范围内,串列双方柱和串列三方柱在不同间距比下的风压系数、升阻力系数以及斯托罗哈数。结果表明:串列双方柱的临界间距比在3~3.5之间,串列三方柱存在两个临界间距比,分别在2.5~3和3.5~4。通过串列双方柱和三方柱的对比可以看到:在双方柱下游增加一个方柱会显著影响其气动特性,平均阻力系数的绝对值、脉动升力系数和斯托罗哈数均在间距比L/D≤3.5时减小,但在间距比L/D≥4时这种减小效果减弱。风压分布与原双方柱相似,但数值有所不同,在间距比为3.5时差异最为明显。位于双方柱下游的方柱其气动力及风压系数在间距比为2.5~3时突然增大,在间距比为3.5~4时则相反。
In order to study aerodynamic characteristics of tandem multi-square columns,wind pressure coefficient,lift and drag coefficients,and Strouhal number of tandem 2 square columns and tandem 3 square columns with different spacing ratios were studied by using the rigid model pressure measurement wind tunnel test method when Reynolds number was 3.2×104 and the spacing ratio was in the range of 1.2-8.The results showed that the critical spacing ratio of tandem 2 square columns is 3-3.5,and tandem 3 square columns has two critical spacing ratios of 2.5-3 and 3.5-4.Through comparing tandem 2 square columns and tandem 3 square column,it was shown that adding a square column downstream of tandem 2 square columns can significantly affect the aerodynamic characteristics of the original tandem 2 square columns,the absolute values of its average drag coefficient,pulsating lift coefficient and Strouhal number all decrease when the spacing ratio L/D≤3.5,but this reduction effect weakens when the spacing ratio L/D≥4,the distribution of wind pressure is similar to that of the original tandem 2 square columns,but their values are different,their difference is the most obvious when the spacing ratio is 3.5;the aerodynamic force and wind pressure coefficient of the added square column increase suddenly when the spacing ratio is 2.5-3,and vice versa when the spacing ratio is 3.5-4.
作者
杨群
吴倩云
姜会民
陶韬
刘小兵
YANG Qun;WU Qianyun;JIANG Huimin;TAO Tao;LIU Xiaobing(State Key Lab of Mechanical Behavior and System Safety of Traffic Engineering Structures,Shijiazhuang Tiedao University,Shijiazhuang 050043,China;Innovation Center for Wind Engineering and Wind Energy Technology of Hebei Province,Shijiazhuang 050043,China;School of Civil Engineering,Shijiazhuang Tiedao University,Shijiazhuang 050043,China)
出处
《振动与冲击》
EI
CSCD
北大核心
2021年第9期195-205,共11页
Journal of Vibration and Shock
基金
国家自然科学基金项目(52078313,52008273)
河北省自然科学基金项目(E2018210105,E2020210083)
河北省高等学校科学技术研究项目(ZD2019118)
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自主课题(ZZ2020-14)
河北省大型基础设施防灾减灾协同创新中心资助项目。
关键词
串列多方柱
气动特性
风洞试验
风压分布
升阻力系数
旋涡脱落频率
tandem multi-square columns
aerodynamic characteristics
wind tunnel test
wind pressure distribution
lift and drag coefficients
vortex shedding frequency