Skip to main content
SpringerLink
Log in

Stationary Random Vibration Analysis of Dynamic Vehicle-Bridge Interaction Due to Road Unevenness

  • Conference paper
  • First Online:
Proceedings of the International Conference on Advances in Computational Mechanics 2017 (ACOME 2017)

Part of the book series: Lecture Notes in Mechanical Engineering ((LNME))

Included in the following conference series:

Abstract

This article presents stationary random vibration analysis of dynamic vehicle-bridge interaction due to road unevenness based on the Finite element method and Monte-Carlo simulation method. The road unevenness are described by a zero-mean stationary Gaussian random process. The vehicle is a dumper truck with three axles. Each axle of vehicle is idealised as two mass dynamic system, in which a mass is supported by a spring and a dashpot. The structural bridges are simulated as bending beam elements. The finite element method is applied to established the overall model of vehicle-bridge interaction. Galerkin method and Green theory are used to discrete the motion equation of vehicle-bridge system in space domain. Solutions of the motion equations are solved by Runge-Kutta-Mersion method (RKM) in time domain. The numerical results are in good agreement field test results of the prestressed beam-slab at Nguyen-Tri-Phuong bridge, Danang city, Vietnam. Also, the effects of road surface condition on dynamic impact factor of bridge are investigated detail. The numerical results show that dynamic impact factor of bridge has increased significantly when road unevenness have changed from Grade A-road to Grade E-road according to ISO 8608:1995 [1] “Mechanical vibration—Road surface profiles—Reporting of measured data”.

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

Access this chapter

Log in via an institution
Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 259.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 329.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 329.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Similar content being viewed by others

References

  1. ISO 8608:(1995) Mechanical vibration—Road surface profiles—Reporting of measured data issued by the International Organization for Standardiazation (ISO)

    Google Scholar 

  2. Frýba L (1996) Dynamics of railway bridges. Thomas Telford, London

    Book  MATH  Google Scholar 

  3. Honda H, Kajikawa Y, Kobori T (1982) Spectral of road surface roughness on bridges. ASCE Struct Div 108(9):1956–1966

    Google Scholar 

  4. Palamas J, Coussy O, Bamberger Y (1985) Effects of surface irregularities upon the dynamic response of bridges under suspended moving loads. J Sound Vib 99(2):235–245

    Article  Google Scholar 

  5. Coussy O, Said M, Van Hoore JP (1989) The influence of random surface irregularities on the dynamic response of bridges under suspended moving loads. J Sound Vib 130(2):313–320

    Google Scholar 

  6. Inbanathan MJ, Wieland M (1987) Bridge vibrations due to vehicle moving over rough surface. ASCE J Struct Eng 113(9):1994–2008

    Article  Google Scholar 

  7. Hwang ES, Nowak AS (1991) Simulation of dynamic load for bridges. ASCE J Struct Eng 117(5):1413–1434

    Article  Google Scholar 

  8. Au FTK, Cheng YS, Cheung YK (2001) Effects of random road surface roughness and long-term deflection of prestressed concrete girder and cable-stayed bridges on impact due to moving vehicles. Comput Struct 79(2001):853–872

    Article  Google Scholar 

  9. Lombaert Geert, Conte Joel P (2012) Random vibration analysis of dynamic vehicle-bridge interaction due to road unevenness. J Eng Mech 2012(138):816–825

    Article  Google Scholar 

  10. Toan XN, Duc VT (2014) A finite element model of vehicle—cable stayed bridge interaction considering braking and acceleration. In: Proceedings the 2014 world congress on advances in civil, environmental, and materials research, Busan, Korea, p 109 (20p)

    Google Scholar 

  11. Toan XN (2014) Dynamic interaction between the two axle vehicle and continuous girder bridge with considering vehicle braking forces. Vietnam J Mech 36:49–60

    Article  Google Scholar 

  12. Nguyen XT, Tran VD, Hoang ND (2017) A study on the dynamic interaction between three-axle vehicle and continuous girder bridge with consideration of braking effects. J Constr Eng 2017:12, Article ID 9293239

    Google Scholar 

  13. Ray WC, Joseph P (1995) Dynamics of structures, 3rd edn. Computers & Structures, Berkeley, California

    Google Scholar 

  14. Zienkiewicz OC, Taylor RL, Zhu JZ (2013) The finite element method: its basis and fundamentals, 7th edn. Butterworth-Heinemann

    Google Scholar 

  15. Shinozuka M (1972) Digital simulation of random processes and its applications. J Sound Vib 25:111–128

    Article  Google Scholar 

  16. Sun L (2003) Simulation of pavement roughness and IRI based on power spectral density. Math Comput Simul 61:77–88

    Article  MathSciNet  MATH  Google Scholar 

  17. AASHTO LRFD (2012) Bridge design specifications, AASHTO, Washington, DC, USA

    Google Scholar 

  18. Vietnammese specification for bridge design (2005) 22TCN 272-05

    Google Scholar 

Download references

Author information

Authors and Affiliations

  1. Faculty of Road and Bridge Engineering, University of Danang, University of Science and Technology, Da Nang, Vietnam

    T. Nguyen-Xuan & T. Nguyen-Duy

  2. Research into Artifacts, Center for Engineering, The University of Tokyo, Tokyo, Japan

    Y. Kuriyama

Authors
  1. T. Nguyen-Xuan
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. Y. Kuriyama
    View author publications

    You can also search for this author in PubMed Google Scholar

  3. T. Nguyen-Duy
    View author publications

    You can also search for this author in PubMed Google Scholar

Corresponding author

Correspondence to T. Nguyen-Duy .

Editor information

Editors and Affiliations

  1. CIR Technology, Ho Chi Minh City University of Technology, Ho Chi Minh, Vietnam

    Hung Nguyen-Xuan

  2. Faculty of Engineering and Architecture, Ghent University, Ghent, Belgium

    Phuc Phung-Van

  3. Computational Mechanics, Bauhaus-University Weimar, Weimar, Germany

    Timon Rabczuk

Rights and permissions

Reprints and permissions

Copyright information

© 2018 Springer Nature Singapore Pte Ltd.

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Nguyen-Xuan, T., Kuriyama, Y., Nguyen-Duy, T. (2018). Stationary Random Vibration Analysis of Dynamic Vehicle-Bridge Interaction Due to Road Unevenness. In: Nguyen-Xuan, H., Phung-Van, P., Rabczuk, T. (eds) Proceedings of the International Conference on Advances in Computational Mechanics 2017. ACOME 2017. Lecture Notes in Mechanical Engineering. Springer, Singapore. https://doi.org/10.1007/978-981-10-7149-2_78

Download citation

  • DOI: https://doi.org/10.1007/978-981-10-7149-2_78

  • Published:

  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-10-7148-5

  • Online ISBN: 978-981-10-7149-2

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics

Search

Navigation