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首页> 外文期刊>Journal of Wind Engineering and Industrial Aerodynamics: The Journal of the International Association for Wind Engineering >Effects of gap width on flow motions around twin-box girders and vortex-induced vibrations
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Effects of gap width on flow motions around twin-box girders and vortex-induced vibrations

机译:间隙宽度对双箱梁绕流运动和涡激振动的影响

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摘要

Twin-box girders are employed in long-span suspension bridges for flutter stability. However, the flow around a twin-box girder is notably complicated. The effects of gap width on the flow characteristics at Re = 5.58 x 10(4) and the vortex-induced vibration (VIV) of a twin-box girder at about Re = 1.17 x 10(4) were experimentally investigated using a sectional model. In the experiments, the gap ratio (defined as the ratio of the width L between two box girders to the central height of the girder D) varied from 0.855 to 10.260. The flow velocities around the model and the surface pressures of the model were measured during static tests, and the acceleration of sectional model also measured during dynamic tests. In addition, corresponding smoke-wire flow visualization tests were conducted under low wind speeds for the same sectional model. The test results show that all of the pressure characteristics, the aerodynamic force, the Strouhal number, the flow pattern and the VIV are dramatically influenced by the gap width. At a gap ratio of L/D = 2.138 (defined as the critical gap ratio), the flow motion around the gap between the upstream and downstream box girders suddenly changes, and an alternate shedding vortex appears. According to vortex shedding pattern of the twin-box girder, the flow can be categorized into three basic patterns: pattern A, vortices alternately shedding behind the downstream box girder when the gap ratio is smaller than the critical gap ratio (L/D < 2.138); pattern B, vortices alternately shedding behind the upstream box girder (in the gap) when the gap ratio is in the moderate range (2.138 <= L/D <= 10.26); and pattern C, vortices freely shedding behind the upstream and downstream box girders when the gap ratio approaches infinity. For the VIVs, the twin-box girder experiences four types of VIV as the gap ratio increases: when L/D < 1.710, no VIV occurs; when 1.710 <= L/D <= 2.138, only vertical VIV occurs; when 2.566 <= L/D <= 2.933, both vertical and torsional VIVs occur; and when L/D >= 3.421, only torsional VIV forms. (C) 2015 Elsevier Ltd. All rights reserved.
机译:大跨度悬索桥采用双箱梁,以提高颤振稳定性。但是,双箱形大梁周围的流动非常复杂。使用截面模型实验研究了间隙宽度对Re = 5.58 x 10(4)时的流动特性和双箱梁在Re = 1.17 x 10(4)时的涡激振动(VIV)的影响。 。在实验中,间隙比(定义为两个箱形梁之间的宽度L与梁D的中心高度之比)在0.855到10.260之间变化。在静态测试期间测量模型周围的流速和模型的表面压力,在动态测试期间也测量截面模型的加速度。此外,对于相同的截面模型,在低风速下进行了相应的烟丝流可视化测试。测试结果表明,所有压力特性,空气动力,斯特劳哈尔数,流型和VIV均受间隙宽度的影响。在间隙比L / D = 2.138(定义为临界间隙比)时,上游和下游箱形梁之间的间隙周围的流动运动突然改变,并出现交替的脱落涡流。根据双箱形梁的涡流脱落模式,可将流动分为三种基本模式:A型,当间隙比小于临界间隙比时,涡流交替地在下游箱形梁后面脱落(L / D <2.138) );模式B,当间隙比在中等范围内(2.138 <= L / D <= 10.26)时,涡流交替地在上游箱形梁后面(在间隙中)脱落;在模式C中,当间隙比接近无穷大时,涡流会在上游和下游箱形梁的后面自由脱落。对于VIV,随着间隙比的增加,双箱梁经历了四种VIV:当L / D <1.710时,没有VIV发生;当L / D <1.710时,没有VIV发生。当1.710 <= L / D <= 2.138时,仅发生垂直VIV;当2.566 <= L / D <= 2.933时,垂直和扭转VIV都出现;当L / D> = 3.421时,仅形成扭转VIV。 (C)2015 Elsevier Ltd.保留所有权利。

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