Ice-vehicle-bridge coupled system vibration analysis

WU Tianyu1,2, QIU Wenliang2

Journal of Vibration and Shock ›› 2022, Vol. 41 ›› Issue (15) : 11-19.

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PDF(3240 KB)
Journal of Vibration and Shock ›› 2022, Vol. 41 ›› Issue (15) : 11-19.

Ice-vehicle-bridge coupled system vibration analysis

  • WU Tianyu1,2, QIU Wenliang2
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Abstract

To do research on the bridge vibration responses under vehicles and ice forces, a dynamic analysis framework for the ice-vehicle-bridge interaction system is proposed. In this framework, each car is regarded as an individual multi-degree-of-freedom motion system. The finite element modeling method is used for the bridge structure, and the penalty function method is used to define the contact relationship between the wheel and the bridge deck, to realize the contact and interaction between the various subsystems. Based on the self-excited ice force model, the self-excited ice force of the bridge structure which depends on the relative speed of the ice and the structure is obtained. The dynamic equation of the ice-vehicle-bridge coupling system is constructed, to realize the ice-vehicle-bridge coupling vibration and driving safety analysis. The research results illustrate that the vertical vibrations of the bridge increases with the increase of vehicle speeds, while the lateral vibrations of the bridge is controlled by ice forces. The vertical responses of the vehicle mainly depends on the interaction between vehicle and bridge, while the lateral responses of the vehicle mainly depends on the interaction between ice and bridge. The interaction between vehicle and bridge is affected by both vehicle speed and ice speed. Fast ice speed will increase the lateral contact force of vehicle and reduce the minimum side-slip resistance of vehicle. The front axle wheels of the vehicle on the bridge are more prone to side-slip than the rear axle wheels under ice forces. The proposed analysis framework of the ice-vehicle-bridge interaction system can a reference for the safety assessment of offshore bridge structures under ice forces.
Keywords: bridge structure; self-excited ice forces; ice-vehicle-bridge system; coupled vibration; driving safety

Key words

bridge structure / self-excited ice forces / ice-vehicle-bridge system / coupled vibration / driving safety

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WU Tianyu1,2, QIU Wenliang2. Ice-vehicle-bridge coupled system vibration analysis[J]. Journal of Vibration and Shock, 2022, 41(15): 11-19

References

[1] Yang Y B, Lin B H. Vehicle-bridge interaction analysis by dynamic condensation method[J]. Journal of Structural Engineering, 1995, 121(11): 1636-1643.
[2] Neves S G M, Azevedo A F M, Canada R. A direct method for analyzing the vertical vehicle-structure interaction[J]. Engineering Structures, 2012, 34(1): 414-420.
[3] Lu X Z, Kim C W, Chang K C. Finite element analysis framework for dynamic vehicle-bridge interaction system based on ABAQUS[J]. International Journal of Structural Stability and Dynamics, 2020, 4: 1-36.
[4] Yang Y B, Yau J D. Vehicle-bridge interaction element for dynamic analysis[J]. Journal of Structural Engineering. 1997, 11(123): 1512-1518.
[5] 夏超逸. 撞击荷载作用下车桥系统的动力响应及高速列车运行安全研究[D]. 北京交通大学, 2012.
Xia C Y. Dynamic responses of train-bridge system subjected to collision loads and running safety evaluation of high-speed trains[D]. Beijing Jiaotong University, 2012.
[6] Xia C Y, Lei J Q, Zhang N, et al. Dynamic analysis of a coupled high-speed train and bridge system subjected to collision load. Journal of Sound and Vibration, 2011, 331(10): 2334-2347.
[7] 乔宏, 夏禾, 杜宪亭. 考虑桩土相互作用的车桥耦合动力分析[J]. 振动与冲击, 2018, 037(003):105-111.
Qiao H, Xia H, Du X T. Dynamic analysis for a train-bridge coupled system considering soil-pile interaction[J]. Journal of Vibration and Shock, 2018, 037(003):105-111.
[8] 谢娟娟, 李晋, 田震, 等. 考虑路面不平顺随机性的汽车过桥动力响应分析[J]. 振动与冲击, 2021, 40(14): 299-306.
Xie J J, Li J, Tian Z, et al. Dynamic response analysis of vehicles crossing a bridge considering the randomness of road surface roughness[J]. Journal of Vibration and Shock, 2021, 40(14): 299-306.
[9] Camara A, Kavrakov I, Nguyen K, et al. Complete framework of wind-vehicle-bridge interaction with random road surfaces[J]. Journal of Sound and Vibration, 2019, 458: 197-217.
[10] Li Y L, Chen N, Zhao K. Seismic response analysis of road vehicle–bridge system for continuous rigid frame bridges with high piers[J]. Earthquake Engineering and Engineering Vibration, 2012, 11: 593-602.
[11] Kim C W, Kawatani M, Konaka S, et al. Seismic responses of a highway viaduct considering vehicles of design live force as dynamic system during moderate earthquakes[J]. Structure and Infrastructure Engineering, 2011, 7-8(7): 523-534.
[12] Belytschko T, Neal M O. Contact-impact by the pinball algorithm with penalty and lagrangian methods[J]. International Journal for Numerical Methods in Engineering, 1991, 31(3): 547-572.
[13] Huněk I. On a penalty formulation for contact-impact problems[J]. Computers and Structures, 1993, 48(2): 193-203.
[14] Kanto Y, Yagawa G. A dynamic contact buckling analysis by the penalty finite element method[J]. International Journal for Numerical Methods in Engineering, 1990, 29(4): 755-774.
[15] Dodds C J, Robson J D. The description of road surface roughness[J]. Journal of Sound and Vibration. 1973, 31: 175-183.
[16] Mechanical vibration-road surface profiles–reporting of measured data[S]. International Organization for Standardization-8608, 1995.
[17] Määttänen M. On conditions for the rise of self-excited ice-induced autonomous oscillations in slender marine pile structures[R]. Winter Navigation Research Board, 1978.
[18] Paraskeva T S, Dimitrakopoulos E G, Zeng Q. Dynamic vehicle–bridge interaction under simultaneous vertical earthquake excitation[J]. Bulletin of Earthquake Engineering, 2016, 15(1): 71-95.
[19] Van Der Horst A R A. A time-based analysis of road user behaviour in normal and critical encounters[D]. Delft University of Technology, 1990.
[20] Q/HSn 3000-2002. 中国海海冰条件及应用规定[S]. 北京:中国海洋石油总公司,2002.
Q/HSn 3000-2002. Regulations for offshore ice condition and application in China sea[S]. Beijing: China National Offshore Oil Corporation, 2002.
[21] Cai C S, Chen S R. Framework of vehicle–bridge–wind dynamic analysis[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2004, 92(7-8): 579-607.
[22] Road vehicles-Measurement of road surface friction[S]. ISO 8349-2002.
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