Experiment Study of Chaos Motion of Cable-Stayed

Jin Hai Li

doi:10.4028/www.scientific.net/AMM.444-445.748

Paper Titles

An Improved ID3 Algorithm
p.723

Global Attractor of the Liquid Helium-4 System in H^kSpace
p.731

Stochastic Nonlinear Aeroelastic Analysis of a Swept Wing Based on Nastran
p.738

Study on Aggression of Lane-Changing on Two-Lane Highway Including a Bus
p.743

Experiment Study of Chaos Motion of Cable-Stayed
p.748

Nonlinear Simulation of Aircraft Longitudinal Flight Dynamics
p.753

Nonlinear L₂ Design for the Generator Hamiltonian System Included Excitation and PSS
p.759

An Analysis Method of Static Aeroelastic Response with Nonlinear Aerodynamic Data on 3D Bodysurface Panel Element
p.764

Property of Conjugacy between Two Chaos Maps
p.771

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 444-445Experiment Study of Chaos Motion of Cable-Stayed

Experiment Study of Chaos Motion of Cable-Stayed

Abstract:

The cable-stayed is one of the principal force members of cable-stayed bridges. It would be prone to exhibit vibration of large amplitude on the action of wind, earthquake and traffic load,so it reduces the life of stayed cable and even cause destruction. In order to reduce the cable damage, it is very necessary to study the mechanism of vibration of cable-stayed. Experiments are conducted to explore the nonlinear vibration of cable under the periodic external force. A cable model with 14.3 meters long is set up and an acceleration sensor is installed on the midpoint of cable. Time-history acceleration data are obtained by using of acceleration sensor under three cycle load. From the data a Poincare Map is provided and chaos motion is confirmed by using of Smale Horseshoe Map theory.

You might also be interested in these eBooks

Advances in Computational Modeling and Simulation

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 444-445)

Pages:

748-752

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.444-445.748

Citation:

Cite this paper

Online since:

October 2013

Authors:

Jin Hai Li

Keywords:

Cable-Stayed, Chaos, Poincaré Map, Smale Horseshoe Map

Export:

RIS, BibTeX

Price:

Permissions:

Request Permissions

References

[1] Berlioz A，Lamarque C-H．A non-linear model for the dynamics of an inclined cable[J] . Joumal of Sounld and Vibration，2005，279: 619-639.

DOI: 10.1016/j.jsv.2003.11.069

Google Scholar

[2] G. Rega, Nonlinear dynamics of suspended cables, Part I. Modeling and analysis, Part II, Deterministic phenomena, ASME Appl. Mech. Rev. 57 (2004), p.443–514.

DOI: 10.1115/1.1777225

Google Scholar

[3] G. Rega. Two-to-one resonant multi-modal dynamics of horizontal/inclined cables. Part II: Internal resonance activation, reduced-order models and nonlinear normal modes[J]. Nonlinear Dyn , 2007, 48: 253–274.

DOI: 10.1007/s11071-006-9087-z

Google Scholar

[4] Al-noury S I, ALI S A . Large-aMplitude vibrations of parabolic cables[J]. J of Sound&Vib, 1997, 123(4): 451-462.

DOI: 10.1016/s0022-460x(85)80063-8

Google Scholar

[5] Georgakis C T，Taylor C A. Nonlinear dynamics of cable stays. Part l: sinusoidal cable support excitation. Journal of Sound and Vibration，2005，281: 537-564.

DOI: 10.1016/j.jsv.2004.01.022

Google Scholar

[6] Georgakis C T，Taylor C A. Nonlinear dynamics of cable stays. Part 2: sinusoidal cable support excitation. Journal of Sound and Vibration，2005，281: 565-591.

DOI: 10.1016/j.jsv.2004.01.023

Google Scholar

[7] Kang Zhan, Zhong Wanxie. Numerical study of parametric resonance problems of cable-stayed bridge [J]. China Civil Engineering Journal，1998, 31(8): 14-22. （in Chinese）.

Google Scholar

[8] Chen Shuisheng, Sun Binnan. Nonlinear resonance response characteristics of Cable-stayed bridge modal coupling [J]. China Civil Engineering Journal，2003, 20(1): 137-143. （in Chinese）.

Google Scholar

[9] Zhao Yueyu, Wang Lianhua, Liu Weichang, Zhou Haibin. The direct method and discrete method in nonlinear dynamics of suspension [J]. Journal of mechanics, 2005, 37(3): 329-337. （in Chinese）.

Google Scholar

[10] Wang Zhigang, Sun Binnan. Large amplitude vibration caused by parameters vibration of cable-stayed bridge [J]. Engineering mechanics, 2001, 18(1): 103-109. （in Chinese）.

Google Scholar

[11] Jiang Lizhong, Zhao Yueyu, Liu Guangdong. Nonlinear dynamic analysis of rotating cable medium [J]. Chinese Journal of Computational Mechanics, 2003, 20(1): 85-89. （in Chinese）.

Google Scholar