中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2011, Vol. 30 ›› Issue (5): 899-902.DOI: 10.3969/j.issn.1674-0696.2011.05.003

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On Effects of Aerodynamic Interference on Aerodynamic Coefficients of Twin-deck Bridges

GUO Chun-ping,BAI Hua,HONG Guang   

  1. Highway School,Chang'an University,Xi'an 710064,Shanxi,China
  • Revised:2011-05-06 Online:2011-10-15 Published:2015-01-22

双幅桥静分力系数气动干扰效应研究

郭春平,白桦,洪光   

  1. 长安大学公路学院,陕西西安710064
  • 通讯作者: 20/05/2011
  • 作者简介:郭春平(1987—),男,陕西汉中人,硕士研究生,主要从事桥梁抗风与抗震方面的研究。E-mail:1987guochunping@163.com。

Abstract: Aerodynamic interference effects between the windward and the leeward deck of twin-deck were simulated by computational fluid dynamics( CFD) method through Fluent. Results indicate that due to the shelter effect,static component coefficient of rear axle was greatly influenced; resistance coefficient reduced by 74% compared with single bridge; lift coefficient decreased by 88%. The aerodynamic interference effect decreased gradually with rear axle space increasing; when space reached 8b ( b was the ratio of beam height and double deck bridge space) ,there remained certain aerodynamic interference phenomenon,which could not be ignored.

Key words: twin decks, aerodynamic coefficients, aerodynamic interference, numerical simulation

摘要: 采用计算流体动力学( CFD) 的方法,利用Flunet 软件对某双幅桥面桥梁三分力系数的气动干扰效应进行数 值模拟。结果表明: 由于前桥对后桥的遮挡作用,后桥的静力三分力系数受到较大影响,阻力系数与单桥相比减小 了74%,升力系数减小了88%; 随着前后桥间距的增大,双幅桥梁之间的气动干扰效应逐渐减小,但双幅桥面达到 8b( b 为梁高与双幅桥间距的比值) 间距时仍存在一定的气动干扰现象,不可忽视。

关键词: 双幅桥面, 三分力系数, 气动干扰, 数值模拟

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