列车-桥梁耦合振动研究综述

王宁波; 任伟新; 肖祥

doi:10.6052/1000-0992-11-128

列车-桥梁耦合振动研究综述

doi: 10.6052/1000-0992-11-128

王宁波^1,2, ,,
任伟新^1,2,
肖祥³

1.
中南大学土木工程学院, 长沙 410075
2. 高速铁路建造技术国家工程实验室, 长沙 410075
3. 武汉理工大学土木工程与建筑学院, 武汉 430070

基金项目: 国家“863”项目(2009AA11Z101)资助

详细信息

作者简介:
任伟新,长江学者计划特聘教授、博士、博士导师.主要研究方向:桥梁结构空间稳定与振动;桥梁结构健康诊断、损伤识别与长期健康监测等.曾获福建省2007年科技进步二等奖、湖南省2010年自然科学二等奖,获8项发明专利.目前由中国铁道出版社出版专著2本,在国内外重要学术刊物发表论文250余篇,其中国际杂志论文近130篇,被SCI,EI收录70余篇,SCI引用近百次.

通讯作者:
王宁波

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- 文章访问数: 1972
- HTML全文浏览量: 128
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- 被引次数: 0
出版历程
- 收稿日期: 2011-09-13
- 修回日期: 2012-02-10
- 刊出日期: 2012-09-25

THE STATE OF ART OF STUDY ON VEHICLE-BRIDGE COUPLING VIBRATION

WANG Ningbo^{1,2
, ,},
REN Weixin^1,2,
XIAO Xiang³

1.
School of Civil Engineering, Central South University, Changsha 410075, China
2. High-Speed Railway Construction Technology National Engineering Laboratory, Changsha 410075, China
3. School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China

Funds: The project was supported by the National High Technology Research and Development Program of China(2009AA11Z101).

More Information

Corresponding author: WANG Ningbo

摘要

摘要: 针对列车-桥梁耦合振动问题,从模型分类与建立、轮轨接触、数值计算、工程应用等4个方面综述了20世纪60年代至今,特别是近20年以来的研究进展,总结了已经取得的成就与结论.并指出建立更加精细合理、运算效率高的列车-桥梁耦合振动模型,综合考虑整个体系中的各种因素,更系统地分析车、桥相互作用的影响关系,将成为列车-桥梁耦合振动研究的必然趋势.
- 车-桥耦合振动 /
- 车辆模型 /
- 桥梁模型 /
- 轮轨接触
Abstract: The studies about vehicle-bridge coupling vibration have been summarized, especially those in the last 20 years. Some results and conclusions were obtained in the following four aspects:vehicle-bridge modeling, wheel-rail contact relationship, numerical calculations and engineering applications. It is an inevitable trend to establish more refined and efficient vehicle-bridge coupling vibration model, to incorporate more factors as a whole, and to analyze comprehensively the interaction effects of vehicle and bridge.
- vehicle-bridge coupling vibration /
- vehicle model /
- bridge model /
- wheel-rail contact

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参考文献(91)

1 何度心. 列车动载. 地震工程与工程振动, 1988,(4):78-98

2 Brady S P, O’Brien E J,?nidari? A. Effect of velocity on the dynamic amplification of a vehicle crossing a simply supported bridge. Journal of Bridge Engineering, 2006,11(2):241-249

3 Zhu X Q, Law S S. Identification of moving interaction force with incomplete velocity information. Mechanical Systems and Signal Processing, 2003, 17(6):1349-1366

4 Akin J E, Mofid M. Numerical solution for response of beams with moving mass. Journal of Structural Engineering, 1989, 115(1):120-131

5 Yang Y B, Lin C W. Vehicle-bridge interaction dynamic and potential application. Journal of Sound and Vibration, 2005, 284(1-2):205-226

6 Yang Y B, Lin C W, Yau J D. Extracting bridge frequencies from the dynamic response of a passing vehicle. Journal of Sound and Vibration, 2004, 272(3-5):471-493

7 Cheng Y S, Au F T K, Cheung Y K, et al. On the separation between moving vehicles and bridges. Journal of Sound and Vibration, 1999, 222(5):781-801

8 Zhang Q L, Vrouwenvelder A, Wardeniner J. Numerical simulation of train-bridge interactive dynamics. Computes and Structures, 2001, 79(10):1059-1075

9 Xia H, De-Roeck G, Zhang H R, et al. Dynamic analysis of train-bridge system and its application in steel girder reinforcement. Computes and Structures, 2001, 79(21):1851-1860

10 Wu Y S, Yang Y B, Yau J D. Three-dimensional analysis of train-rail-bridge interaction problems. Vehicle System Dynamic, 2001, 36(1):1-35

11 Lee C H, Kawatani M, Kim C W, et al. Dynamic response of a monorail steel bridge under a moving train. Journal of Sound and Vibration, 2006, 294(3):562-579

12 张楠, 夏禾, 郭薇薇, 等. 京沪高速铁路南京大胜关长江大桥风车-桥耦合振动分析. 中国铁道科学, 2009, 30(1):41-48

13 Lee S Y, Cheng Y C. A new dynamic model of high-speed railway vehicle moving on curved tracks. Journal of Vibration and Acoustics, 2008, 130(1):011009-1-011009-10

14 Chu K H, Garg V K, Dhar C L. Railway-bridge impact:Simplified train and bridge model. Journal of the Structural Division, 1979, 105(9):1823-1844

15 Chu K H, Garg V K, Wiriyachai A. Dynamic interaction of railway train and bridges. Vehicle System Dynamics,1980, 9(4):207-236

16 Wiriyachai A, Chu K H, Garg V K. Bridge impact due to wheel and track irregularities. Journal of Engineering Mechanics Division, 1982, 108(4):648-666

17 Chu K H, Garg V K, Wang T L. Impact in railway prestressed concrete bridges. Journal of Structural Engineering, 1986, 112(5):1036-1051

18 Lou P. A vehicle-track-bridge interaction element considering vehicle pitching effect. Finite Elements in Analysis and Design, 2005, 41(4):397-427

19 宋国华, 高芒芒, 黎国清. 桥梁墩台不均匀沉降时的车桥垂向系统耦合振动分析. 中国铁道科学, 2010, 31(2):29-33

20 Liu K, De-Roeck G, Lombaert G. The effect of dynamic train-bridge interaction on the bridge response during a train passage. Journal of Sound and Vibration, 2009,325(1-2):240-251

21 Vu-Quoc L, Olsson M. Formulation of a basic building block model for interaction of high speed vehicles on flexible structures. Journal of Applied Mechanics, 1989, 56:451-458

22 Vu-Quoc L, Olsson M. High-speed vehicle models based on a new concept of vehicle/structure interaction component:Part 1-formulation. Journal of Dynamic Systems,Measurement, and Control, 1993, 115:140-147

23 Vu-Quoc L, Olsson M. High-speed vehicle models based on a new concept of vehicle/structure interaction component:Part 2:Algorithmic treatment and results for multi-span guideways. Journal of Dynamic Systems, Measurement,and Control, 1993, 115:148-155

24 Olsson M. Finite element modal co-ordinate analysis of structures subjected to moving loads. Journal of Sound and Vibration, 1985, 99(1):1-12

25 Vu-Quoc L, Olsson M. A computational procedure for interaction of high-speed vehicles on flexible structures with-out assuming known vehicle nominal motion. Computer Methods in Applied Mechanics and Engineering, 1989, 76:207-244

26 张卫华. 机车车辆运行动态模拟研究. 成都:西南交通大学出版社, 1999. 76-77

27 Tanabe M, Yamada Y, Wakui H. Modal method for interaction of train and bridge. Computer and Structures,1987, 27(1):119-127

28 高芒芒. 高速铁路列车-线路-桥梁耦合振动及列车走行性研究. 中国铁道科学, 2002, 23(2):135-136

29 Majka M, Hartnett M. Effects of speed, load and damping on the dynamic response of railway bridges and vehicles.Computers and Structures, 2008, 86(6):556-572

30 Majka M, Hartnett M. Dynamic response of bridges to moving trains:A study on effects of random track irregularities and bridge skewness. Computers and Structures,2009, 87(19-20):1233-1252

31 Zhang N, Xia H, Guo W W. Vehicle-bridge interaction analysis under high-speed trains. Journal of Sound and Vibration, 2008, 309(3-5):407-425

32 Wang T L, Garg V K, Chu K H. Railway bridge/vehicle interaction studies with new vehicle mode. Journal of Structural Engineering, 1991, 117(7):2099-2116

33 王荣辉, 郭向荣, 曾庆元. 高速列车-钢桁梁桥系统横向振动随机分析. 铁道学报, 1996, 18(1):90-95

34 陈淮, 郭向荣, 曾庆元. 大跨度斜拉桥动力特性分析. 计算力学学报, 1997, 14(1):57-63

35 翟婉明. 车辆-轨道耦合动力学. 第3版. 北京:科学出版社,2007. 38-48

36 Xia H, De-Roeck G, Zhang N, et al. Experimental analysis of a high-speed railway bridge under Thalys trains. Journal of Sound and Vibration, 2003, 268(1):103-113

37 Kaliyaperumal G, Imam B, Righiniotis T. Advanced dy-namic finite element analysis of a skew steel railway bridge. Engineering Structures, 2011, 33(1):181-190

38 Yau J D, Yang Y B. Vibration reduction for cable-stayed bridges traveled by high-speed trains. Finite Elements in Analysis and Design, 2004, 40(3):341-359

39 Li Y L, Qiang S Z, Liao H L, et al. Dynamics of wind-rail vehicle-bridge systems. Journal of Wind Engineering and Industrial Aerodynamics, 2005, 93(6):483-507

40 任伟新, 彭雪林. 青洲斜拉桥的基准动力有限元模型. 计算力学学报, 2007, 24(5):609-614

41 曾庆元, 填志奇, 杨毅, 等. 桁梁行车空间振动计算的桁段有限元法. 桥梁建设, 1985, 4:1-16

42 Rebelo C, Simo es da Silva L, Rigueiro C, et al. Dynamic behaviour of twin single-span ballasted railway viaductsfield measurements and modal identification. Engineering Structures, 2008, 30(9):2460-2469

43 Liu K, Reynders E, De-Roeck G, el at. Experimental and numerical analysis of a composite bridge for high-speed trains. Journal of Sound and Vibration, 2009, 320(1-2):20-220

44 肖祥, 任伟新. 基于桥梁基准有限元模型的列车-桥梁空间耦合振动分析. 中国铁道科学, 2011, 32(2):41-47

45 朱安文, 曲广吉. 结构动力模型修正技术的发展. 力学进展,2002, 32(3):337-348

46 Shabana A A, Berzeri M, Sany J R. Numerical procedure for the simulation of wheel/rail contact dynamics. Journal of Dynamic Systems, Measurement, and Control, 2001, 123(2):168-178

47 Shabana A A, Zaazaa K E, Escalona J L, et al. Development of elastic force model for wheel/rail contact problems. Journal of Sound and Vibration, 2004, 269(1):295-325

48 肖祥. 车-桥(线)耦合空间振动分析与应用:[博士论文]. 长沙:中南大学, 2011. 76-77

49 de Pater A D. The Geometrical contact between track and wheelset. Vehicle System Dynamics, 1988, 17(3):127-140

50 Pombo J, Ambrósio J, Miguel S. A new wheel-rail contact model for railway dynamics. Vehicle System Dynamics,2007, 45(2):165-189

51 Pombo J, Ambrósio J. Dynamic analysis of a railway vehicle in real operation conditions using a new wheel-rail contact detection model. Vehicle Systems Modeling and Testing, 2005, 1(1-3):79-105

52 Falomi S, Malvezzi M, Meli E, et al. Determination of wheel-rail contact points:Comparison between classical and neural network based procedures. Physics and Astronomy Meccanica, 2009, 44(6):661-686

53 金学松, 沈志云. 轮轨滚动接触力学的发展. 力学进展, 2001,31(1):33-46

54 Kalker J J. Wheel-rail rolling contact theory. Journal of Wear, 1991, 144(1-2):243-261

55 Kalker J J. Book of tables for the hertzian creep-force law.In:Report of the Faculty of Technical Mathematics and Informatics, 1996. 96-61

56 Kalker J J. A fast algorithm for the simplified theory of rolling-contact. Vehicle System Dynamics, 1982, 11(1):1-13

57 Shen Z Y, Hedrick J K, Elkins J A. A comparison of alternative creep force models for rail vehicle dynamic analysis.Vehicle System Dynamics, 1983, 12(1-3):591-605.

58 Polach O. Creep forces in simulations of traction vehicles running on adhesion limit.Contact Mechanics and Wear of Rail/Wheel Systems, 2005, 258(7-8):992-1000

59 Matsumoto A, Sato Y, Nakata M, et al.Wheel-rail contact mechanics at full scale on the test stand. Wear, 1996,191(1-2):101-106

60 Matsumoto A, Sato Y, Ohno H, et al. A new measuring method of wheel-rail contact forces and related considerations. Wear, 2008, 265(9-10):1518-1525

61 张卫华, 金学松, 薛弼一. 单轮对试验台及轮轨蠕滑力计算模型的验证. 铁道车辆, 1997, 35(5):l-4

62 金学松, 沈志云, 陈良麒, 等.单轮对轮轨蠕滑力试验研究.机械工程学报, 1998, 34(4):22-27

63 Gullers P, Andersson L, Lund′en R. High-frequency vertical wheel-rail contact forces:Field measurements and influence of track irregularities. Wear, 2008, 265(9-10):1472-1478

64 曾庆元, 郭向荣. 列车桥梁时变系统振动分析理论与应用. 北京:中国铁道出版社, 1999. 50-87

65 曾庆元, 杨平. 形成矩阵的 “对号入座” 法则与桁架空间分析的桁段有限元法. 铁道学报, 1986, 8(2):48-59

66 Polach O. A fast wheel-rail forces calculation computer code. Vehicle System Dynamics, 1999, 33(S):728-739

67 Zhai W M. Two simple fast integration methods for largescale dynamic problems in engineering. International

Journal for Numerical Methods in Engineering, 1996,39(24):4199-4214

68 Chu K H, Garg V K, Wang T L. Impact in railway prestressed concrete bridges. Journal of Structural Engineering, 1986, 112(5):1036-1051

69 Wu Y S, Yang Y B, Yau J D. Three-dimensional analysis of train-rail-bridge interaction problems. Vehicle System Dynamics, 2001, 36(1):1-35

70 Yang Y B, Liao S S, Lin B H. Impact formulas for vehicles moving over simple and continuous beams. Journal of Structural Engineering, 1995, 121(11):1644-1670

71 Rigueiro C, Rebelo C, Simo es da Silva L. Influence of ballast models in the dynamic response of railway viaducts.Journal of Sound and Vibration, 2010, 329(15):3030-3040

72 Xia H, Zhang N, De-Roeck G. Dynamic analysis of high speed railway bridge under articulated trains. Computers and Structures, 2003, 81(26-27):2467-2478

73 Ju S H, Lin H T. Response characteristics of high-speed trains passing simply supported bridges. Journal of Sound and Vibration, 2003, 267(5):1127-1141

74 Li J Z, Su M B. The resonant vibration for a simply supported girder bridge under high-speed trains. Journal of Sound and Vibration, 1999, 224(5):897-915

75 Diana G, Cheli F. Dynamic interaction of railway systems with large bridges. Vehicle System Dynamics, 1989, 18(1):71-106

76 郭向荣, 曾庆元. 京沪高速铁路南京长江斜拉桥方案行车临界风速分析. 铁道学报, 2001, 23(5):75-80

77 夏禾, 徐幼麟, 阎全胜. 大跨度悬索桥在风与列车载荷同时作用下的动力响应分析. 铁道学报. 2002, 24(4):83-91

78 Li Y L, Qiang S Z, Liao H L, et al. Dynamics of wind-rail vehicle-bridge systems. Journal of Wind Engineering and Industrial Aerodynamics, 2005, 93:483-507

79 李永乐, 强士中, 廖海黎. 风-车-桥系统空间耦合振动研究.土木工程学报, 2005, 38(7):61-64

80 Xu Y L, Zhang N, Xia H. Vibration of coupled train and cable-stayed bridge systems in cross winds. Engineering Structures, 2004, 26(10):1389-1406

81 Luo X, Miyamoto T. Method for running safety assessment of railway vehicles against structural vibration displacements during earthquakes. Quarterly Report of RTRI, 2007, 48(3):129-135

82 韩艳, 夏禾. 地震作用下列车过桥安全性分析. 中国安全科学学报, 2006, 14(7):24-30

83 Yang Y B, Lin C W, Yan J D.Extracting the bridge frequencies from the dynamic response of a passing vehicle.Journal of Sound and Vibration, 2004, 272(3-5):471-493

84 Lin C W, Yang Y B. Use of a passing vehicle to scan the fundamental bridge frequencies:An experimental verification. Engineering Structures, 2005, 27(13):1865-1878

85 Zhu X Q, Law S S. Identification of vehicle axle loads from bridge dynamic responses. Journal of Sound and Vibration, 2000, 236(4):705-724

86 Zhu X Q, Law S S. Moving forces identification on a multispan continuous bridge. Journal of Sound and Vibration,1999, 228(2):377-396

87 Zhu X Q, Law S S. Practical aspects in moving load identification. Journal of Sound and Vibration, 2002, 258(1):123-146

88 Zhu X Q, Law S S. Dynamic axle and wheel loads identification:Laboratory studies. Journal of Sound and Vibration, 2003, 268(5):855-879

89 Zhu X Q, Law S S. Damage detection in simply supported concrete bridge structure under moving vehicular loads.Journal of Vibration and Acoustics, 2007, 129(1):58-65

90 Kim B H, Lee J, Lee D H. Extracting modal parameters of high-speed railway bridge using the TDD technique. Mechanical Systems and Signal Processing, 2010, 24(3):702-720

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