许福友

个人信息Personal Information

教授

博士生导师

硕士生导师

任职 : 土木工程系主任

性别:男

毕业院校:同济大学

学位:博士

所在单位:土木工程系

学科:桥梁与隧道工程. 防灾减灾工程及防护工程. 流体力学

办公地点:桥隧研发基地306

电子邮箱:fuyouxu@dlut.edu.cn

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Energy budget analysis and engineering modeling of post-flutter limit cycle oscillation of a bridge deck

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论文类型:期刊论文

发表时间:2019-05-01

发表刊物:JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS

收录刊物:SCIE、EI

卷号:188

页面范围:410-420

ISSN号:0167-6105

关键字:Nonlinear bridge aerodynamics; Post-flutter; Limit cycle oscillation (LCO); Energy budget analysis; Aerodynamic derivatives; Self-excited force model

摘要:The post-flutter limit cycle oscillation (LCO) of a two-degree-of-freedom bridge deck involving aerodynamic nonlinearities is studied using computational fluid dynamics (CFD) simulations. To investigate the aerodynamic mechanism for the post-flutter LCO, a comprehensive energy budget analysis is conducted based on the simulated responses, in which the energy input properties of the 1st-order and higher-order force components are considered separately. Results show that only the 1st-order force components contribute significantly in the energy input, while the contributions of the higher-order force components are insignificant. The sensitivities of aerodynamic derivatives to vibration amplitudes and phase difference between vibration modes are investigated using forced vibration CFD simulations. For the concerned bridge deck, some aerodynamic derivatives are highly sensitive to vibration amplitude, while the influences of modal coupling effects are insignificant. A simplified multi-input multi-output nonlinear self-excited force model with amplitude-dependent aerodynamic derivatives is developed according to the sensitivity analysis. An example of bridge post-flutter LCO with two degrees of freedom is utilized to demonstrate the accuracy of the amplitude-dependent aerodynamic derivative-based model. The model also applies to single-degree-of-freedom LCOs, e.g., galloping and vortex-induced vibration, and hence it may serve as a unified analysis framework for nonlinear bridge aeroelasticity.