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不同攻角下扁平箱梁颤振机理
引用本文:李志国,王骑,伍波,廖海黎.不同攻角下扁平箱梁颤振机理[J].西南交通大学学报,2018,53(4):687-695, 755.
作者姓名:李志国  王骑  伍波  廖海黎
作者单位:西南交通大学土木工程学院;西南交通大学风工程四川省重点实验室
基金项目:国家自然科学基金资助项目51678508国家973计划资助项目2013CB036301国家自然科学基金高铁联合基金资助项目U1434205国家自然科学基金资助项目51778547
摘    要:静风效应产生的附加风攻角对大跨度桥梁的颤振性能有着重要的影响,因此研究不同风攻角下主梁的颤振机理有重要意义.以扁平箱梁为研究对象,基于不同攻角下的颤振导数,采用双模态耦合解法掌握了颤振性能,继而通过分析气动阻尼、相位差和气动力幅值的变化研究了颤振机理.研究结果表明:在0°和3°攻角下,非耦合气动力为扁平箱梁断面提供了较大的正阻尼,颤振临界风速较高;在5°攻角下,非耦合气动力产生的正阻尼显著减小,使得耦合气动力产生的负阻尼迅速增加,导致颤振临界风速显著降低;耦合运动相位角增大是大攻角下气动负阻尼增加的主要原因,耦合气动力振幅则对颤振风速没有影响;此颤振机理表明大攻角下扁平箱梁颤振性能的弱化是由耦合效应增大引起,而非扭转运动产生的气动负阻尼引起. 

关 键 词:扁平箱梁    颤振导数    颤振机理    气动阻尼    颤振形态
收稿时间:2017-06-21

Flutter Mechanism of Flat Box Girder under Different Attack Angles
LI Zhiguo,WANG Qi,WU Bo,LIAO Haili.Flutter Mechanism of Flat Box Girder under Different Attack Angles[J].Journal of Southwest Jiaotong University,2018,53(4):687-695, 755.
Authors:LI Zhiguo  WANG Qi  WU Bo  LIAO Haili
Abstract:The effect of an additional attack angle induced by aerostatic force on flutter instability of long span bridges is significant, thus the study regarding the flutter mechanisms of a flat box girder under different attack angles is important and necessary. Flutter derivatives have been identified using forced vibration devices and the critical velocities have been calculated based on the bimodal coupled flutter analysis method. Based on this analysis scheme, the roles of aerodynamic damping, phase lag, and modal frequency, which aid to better understand the flutter mechanism of the girder under different attack angles, are intensively analysed. The study results indicate that uncoupled aerodynamic forces provide energy to enhance the stability of the systems that result in a higher critical flutter speed at 0° and 3° compared with the speed at 5° The negative aerodynamic damping induced by the coupled force increases rapidly while the positive damping provided by the non-coupled force decreases significantly at 5° attack angle, which results in the weakened flutter performance. The phase lag of coupled flutter is the primary parameter for increasing the negative damping, and the effect of aerodynamic amplitude is negligible. The mechanism indicates that the weakening flutter performance of a flat box girder at large attack angle is increased primarily owing to coupled motion, not induced by negative damping generated in the torsional flutter. 
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