Vibration Analysis of Simply Supported Beams Traversed by Uniformly Distributed Two-Layer Spring-Mass System

Yu Yang; Yan Wang; Yun Fang Yang

doi:10.4028/www.scientific.net/AMR.919-921.1164

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 919-921Vibration Analysis of Simply Supported Beams...

Vibration Analysis of Simply Supported Beams Traversed by Uniformly Distributed Two-Layer Spring-Mass System

Abstract:

Vertical vibration of identical simply supported bridges traversed by a train with uniformly distributed mass is investigated in this paper. The train with passengers onboard is simplified as a uniformly distributed two-layer spring-mass system as well as the bridges are simplified as consecutive simply supported Euler-Bernoulli beams. To analyze dynamic responses of the train and the bridges, the dynamic governing equation of the system is obtained and solved by a specific linear interpolating method and numerical integral methods. The result graphs indicate that dynamic responses of both beam and train carriage increase along with the mass ratio of bogie to car.

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Periodical:

Advanced Materials Research (Volumes 919-921)

Pages:

1164-1168

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.919-921.1164

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Online since:

April 2014

Authors:

Yu Yang*, Yan Wang, Yun Fang Yang

Keywords:

Coupling Vibration, Euler-Bernoulli Beam, Two-Layer Spring-Mass System, Uniformly Distributed Mass

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References

[1] E. Esmailzadeh, M. Ghorashi: Vibration analysis of beams traversed by uniform partially distributed moving masses. Journal of Sound and Vibration Vol. 184 (1)(1995), pp.9-17.

DOI: 10.1006/jsvi.1995.0301

Google Scholar

[2] Y. Cai, S.S. Chen, D. M. Rote, H.T. Coffey: Train/guideway interaction for high speed trains on a flexible guideway. Journal of Sound and Vibration Vol. 175(5)(1994), pp.625-646.

DOI: 10.1006/jsvi.1994.1350

Google Scholar

[3] Fryba L: Vibration of solids and structures under moving loads. London: Thomas Telford(1999).

Google Scholar

[4] Xia H, Zhang N, De Roeck G.: Dynamic analysis of high speed railway bridge under articulated trains. Comput Struct Vol. 81(26-27) (2003), pp.2467-78.

DOI: 10.1016/s0045-7949(03)00309-2

Google Scholar

[5] Reinhold Meisinger: Control systems for flexible maglev trains riding over flexible guideways. Proceedings of IUTAM Symposium. August(1975) pp.18-22.

DOI: 10.1080/00423117508968493

Google Scholar

[6] R.W. Clough, J. Penzien: Dynamics of structures. McGraw-Hill Inc(1975).

Google Scholar

[7] K. J. Bathe and E. L. Wilson: Numerical Methods in Finite Element Analysis. NJ, U.S.A.: Prentice-Hall Inc., Englewood Cliffs (1976).

DOI: 10.1177/058310247801000905

Google Scholar

[8] Zhai Wan-ming, Zhao Chun-fa, Cai Cheng-biao: On the Comparison of Dynamic Effects on Bridges of Maglev Trains with High-Speed Wheel/Rail Trains (In Chinese), Journal of Traffic and Transportation Engineering Vol. 1(1)(2001), pp.7-12.

Google Scholar