Chaotic Motion of Axial Loaded Beam Bridge Subjected to an Infinite Series of Moving Loads

Article Preview

Abstract:

We presented a novel model which comprises an axial loaded beam bridge subjected to an infinite series of regularly spaced concentrated moving loads. The axial force coupled with the moving loads can lead the vibration of the beam bridge to chaos that drive the system of a given basin and jump to another one, causing damage due to the resulting amplitude jumps. An infinite sequence of moving loads leads to a barrier for conventional nonlinear techniques. The amplification and minification of integral inequality are proposed, which lead to the criteria for chaotic motion directly for the nonlinear system with a half sine pulse excitation avoiding the conventional approximation methods to retain the nature characteristics of the system. The results show the chaotic motion takes place in the system.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1024-1027

Citation:

Online since:

December 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Song Y F, Dynamics of highway bridge. Beijing: China Communication Press, (2000).

Google Scholar

[2] Li G H, Steady and vibraton of bridge structure. Beijing: China Railroad Press, (1996).

Google Scholar

[3] Y. P. Xiong, J. T. Xing, W. G. Price, J. Wang, X. P. Wang, An active control method using power flow for vehicle-bridge interaction systems, Proceedings of the ASIA-Pacific Vibration Conference A-PVC'99, Vol. 2 (1999), p.1227.

Google Scholar

[4] Ouyang, H., Mottershead, J.E., A numerical-analytical combined method for vibration of a beam excited by a moving flexible body. Int. J. Numer. Methods Eng., Vol. 72 (2007), p.1181.

DOI: 10.1002/nme.2052

Google Scholar

[5] Farhad S. Samani, Francesco Pellicano, Vibration reduction on beams subjected to moving loads using linear and nonlinear dynamic absorbers, Journal of Sound and Vibration Vol. 325 (2009), p.742.

DOI: 10.1016/j.jsv.2009.04.011

Google Scholar

[6] N. Azizi, M. M. Saadatpour, M. Mahzoon, Using spectral element method for analyzing continuous beams and bridges subjected to a moving load, Applied Mathematical Modelling, Vol. 36(2012), p.3580.

DOI: 10.1016/j.apm.2011.10.019

Google Scholar

[7] Sanmanif S, Pellicano F., Vibration reduction of beams under successive traveling loads by means of linear and nonlinear dynamic absorbers[J]. Journal of Sound and Vibration, Vol. 331(2012), p.2272.

DOI: 10.1016/j.jsv.2012.01.002

Google Scholar

[8] Seong-Min Kim, Vibration and stability of axial loaded beams on elastic foundation under moving harmonic loads, Engineering Structure, Vol. 26(2004), p.95.

DOI: 10.1016/j.engstruct.2003.09.001

Google Scholar

[9] Ruilan Tian, Xinwei Yang, Qingjie Cao, Yanwei Han, The study on the mid-span deflection of a beam bridge under moving loads based on SD oscillator, International Journal of Bifurcation and Chaos, Vol. 22(2012), pp.12501081-15.

DOI: 10.1142/s0218127412501088

Google Scholar