石家庄铁道大学学报(自然科学版)2024,Vol.37Issue(1) :9-15,23.DOI:10.13319/j.cnki.sjztddxxbzrb.20230270

切角凹槽矩形截面桥塔的气动特性试验研究

Experimental Study on the Aerodynamic Characteristics of a Rectangular-section Bridge Pylon with Corner Cuts and Slots

韩笑 高创 郑怡彤 刘小兵
石家庄铁道大学学报(自然科学版)2024,Vol.37Issue(1) :9-15,23.DOI:10.13319/j.cnki.sjztddxxbzrb.20230270

切角凹槽矩形截面桥塔的气动特性试验研究

Experimental Study on the Aerodynamic Characteristics of a Rectangular-section Bridge Pylon with Corner Cuts and Slots

韩笑 1高创 2郑怡彤 1刘小兵3
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作者信息

  • 1. 石家庄铁道大学 土木工程学院,河北 石家庄 050043
  • 2. 郑州市政集团有限公司,河南 郑州 450000
  • 3. 石家庄铁道大学 土木工程学院,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,河北 石家庄 050043
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摘要

基于刚性模型测压风洞试验方法,研究了不同切角率和凹槽率的矩形截面桥塔气动特性随风向角的变化规律.结果表明,切角凹槽矩形截面桥塔气动特性随风向角的变化会出现2 个临界风向角αcr1 和αcr2,临界风向角附近气动特性出现突变.当 0°≤α<αcr1 和αcr2<α≤90°时,随风向角增大,平均阻力系数和脉动升力系数先减小后增大,斯托罗哈数先增大后减小;当αcr1<α<αcr2 时,平均阻力系数和脉动升力系数变化不大,斯托罗哈数消失.2 个临界风向角间的范围随切角率的增大而减小,随凹槽率的增大而增大.同一风向角下,气动特性受凹槽率影响较小;随切角率的增大,平均阻力系数减小,斯托罗哈数增大,脉动升力系数变化较小.

Abstract

Based on the wind tunnel test method using a rigid model for measuring pressure,the change rule of aerodynamic characteristics of a rectangular cross-section bridge pylon with different corner cutting and slot-ting rates with the wind angle was investigated.The findings indicate that a rectangular cross-section bridge py-lon with cut corners and slots displays varying aerodynamic characteristics depending on the wind angle,exhibiting two critical wind angles,namelyαcr1 andαcr2.Additionally,it was observed that the aerody-namic characteristics experience sudden changes when the wind angle approaches the critical values.When the wind angle increases within the range of 0°toαcr1 andαcr2 to 90°,there is a decrease followed by an increase in both the mean drag coefficient and the fluctuating lift coefficient,while the Strouhal number shows an increase followed by a decrease.When the wind angle is betweenαcr1 andαcr2,there is little variation in the mean drag coefficient and fluctuating lift coefficient,and the Strouhal number dis-appears.The range between the two critical wind angles diminishes with rising corner-cutting rates,while it ascends with growing slotting rates.At the same wind angle,there is minimal influence on aer-odynamic characteristics based on the slotting rate.As the corner-cutting rate increases,the mean drag coefficient decreases,the Strouhal number increases,and the fluctuating lift coefficient varies less.

关键词

桥塔/切角/凹槽/风洞试验/气动特性

Key words

bridge tower/corner cut/slot/wind tunnel test/aerodynamic characteristics

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基金项目

国家自然科学基金(52078313)

中央引导地方科技发展资金项目(236Z5407G)

出版年

2024
石家庄铁道大学学报(自然科学版)
石家庄铁道大学

石家庄铁道大学学报(自然科学版)

CSTPCD
影响因子:0.757
ISSN:2095-0373
参考文献量16
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