Skip to main content
Log in

Alterable-element method for vehicle-bridge interaction considering the transient jump of wheel

  • Published:
Journal of Shanghai Jiaotong University (Science) Aims and scope Submit manuscript

Abstract

The so called “alterable-element method” (AEM) was introduced to deal with the coupling interaction of vehicle and sub-structure considering the actual transient jump of wheel, while the classical “contact all along” assumption based on which wheels and lower structure are always contact was abandoned. The alterable element used in this method is a conceptional element, which is used to calculate the coupling interaction of upper and lower structures and has some typical characteristics: firstly it flows along with the moving of contact point; secondly whether it is used for calculation depends on the contact state; thirdly its sizes could change according to specific problems and so on. VISUAL FORTRAN program was coded, and different moving vehicle models were presented taking into consideration the effects of random corrugation in the numerical study. The numerical solutions are favored comparing with the results obtained by alternative methods when there is no jump phenomenon existed. With abrupt irregularity, the transient jump of wheel was studied using the present method.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

Abbreviations

M v, K v, C v, u v :

General mass, stiffness, damping and displacement vectors of vehicle

M wi :

Mass of wheels

l c :

Half length of vehicle body

l cc :

Length between two adjoin wheels of two adjoin vehicles

K 1, C 1, K 2, C 2 :

Stiffness and damping coefficients of primary and secondary suspension of vehicle

J c :

Rolling moments of vehicle body and bogie

N w, N wtotal :

Numbers of wheel on the bridge and total numbers of wheels

F i (i = 1,4 × N wtotal):

Force acting on wheel

K H :

Equivalent contact stiffness coefficient

x wi :

Coordinate of the ith wheel

u b(x wi , t):

Displacement of bridge

p i :

Contact force of the ith wheel and substructure

F :

Total force vector of vehicle-bridge system

l wi (i = 2,4):

Distance from the ith wheel to the first wheel of vehicle

References

  1. Timoshenko S, Langer F B. Stresses in railroad track [J]. J Appl Mech, 1932, 54: 277–302.

    Google Scholar 

  2. Fryba L. Vibration of solids and structures under moving loads [M]. Groningen, Netherlands: Noordhoff International, 1972.

    Google Scholar 

  3. Fryba L. A rough assessment of railway bridges for high speed trains [J]. Eng Str, 2001 (23): 548–556.

  4. Yang Y B, Yau J D, Hsu L C. Vibration of simple beams due to trains moving at high speeds [J]. Eng Str, 1997, 19(11): 936–944.

    Article  Google Scholar 

  5. Biggs J M. Introduction to structural dynamics [M]. New York: McGraw-Hill, 1964.

    Google Scholar 

  6. YAU J-D, WU Y-S, YANG Y-B. Impact response of bridges with elastic bearings to moving loads [J]. Journal of Sound and Vibration, 2001, 242(3): 519–537.

    Article  Google Scholar 

  7. Ting E C, Genin J, Ginsberg J H. A general algorithm for the moving mass problem [J]. Journal of Sound and Vibration, 1974, 33(1): 49–58.

    Article  MATH  Google Scholar 

  8. Lee H P. Dynamic response of a beam with a moving mass [J]. Journal of Sound and Vibration, 1996, 191(2): 289–294.

    Article  Google Scholar 

  9. Foda M A, Abduljabbar Z. A dynamic Green function formulation for the response of a beam structure to a moving mass [J]. Journal of Sound and Vibration, 1998, 210(3): 295–306.

    Article  Google Scholar 

  10. Ichikawa M, Miyakawa Y, Matsuda A. Vibration analysis of the continuous beam subjected to a moving mass [J]. Journal of Sound and Vibration, 2000, 230(3): 493–506.

    Article  Google Scholar 

  11. Michaltsos G, Sophianopoulos D, Kounadis A N. The effect of a moving mass and other parameters on the dynamic response of a simple supported beam [J]. Journal of Sound and Vibration, 1996: 191(3): 357–362.

    Article  Google Scholar 

  12. Rieker J R, Trethewey M W. Finite element analysis of an elastic beam structure subjected to a moving distributed mass train [J]. Mechanical Systems and Signal Processing, 1999, 13(1): 31–51.

    Article  Google Scholar 

  13. Yang Y B, Yau J D. Vehicle-bridge interaction element for dynamic analysis [J]. Journal of Structural Engineering, American Society of Civil Engineers, 1997, 123(11): 1512–1518.

    Google Scholar 

  14. Yoshihiko. New track mechanics [M]. Translated by XU Yong, LI De-jun. Beijing: China Railway Press, 2001.

    Google Scholar 

  15. Cao X Q, Liu B S, Wu P X. Dynamics analysis of Bridge [M]. Beijing: China Railway Press, 1987.

    Google Scholar 

  16. Liu J B, Du X L. Dynamics of structures [M]. Beijing: China Machine Press, 2005.

    Google Scholar 

  17. Xia H, Zhang N. Dynamic interaction of vehicles and structures [M]. Beijing: Science Press, 2005.

    Google Scholar 

  18. Liu G R, Gu Y T. A point interpolation method for two-dimensional solids [J]. International Journal for Numerical Methods in Engineering. 2001, (50): 937–951.

  19. Liu X W, Huang X C, Wang Y C. An alterable-element method for two-dimensional solids [C] // First International Conference on Computational Methods. Singapore: [s.n.], 2006: 713–724.

  20. Liu X W. A study on the dynamic characteristic of floating slab track isolation system of urban light rail [D]. Shanghai: Shanghai Jiaotong University, 2007.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Xing-chun Huang  (黄醒春).

Additional information

Foundation item: the Science and Technology Commission of Shanghai Municipality (No. 03DZ12017); the Shanghai Municipal Informatization Commission

Rights and permissions

Reprints and permissions

About this article

Cite this article

Wu, C., Liu, Xw. & Huang, Xc. Alterable-element method for vehicle-bridge interaction considering the transient jump of wheel. J. Shanghai Jiaotong Univ. (Sci.) 13, 330–335 (2008). https://doi.org/10.1007/s12204-008-0330-2

Download citation

  • Received:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s12204-008-0330-2

Key words

CLC number

Navigation