Experimental study on dynamic bending rigidity of aluminium cable steel reinforced

Author:

Hao Keming,Mo Ze,Lu Siyao

Abstract

The dynamic bending rigidity of aluminium cable steel reinforced (ACSR) is a key parameter for analyzing the breeze vibration, galloping and de-icing vibration response of overhead transmission lines. In this paper, the calculation formula of the dynamic bending rigidity under axial force is derived based on the theory of Bernoulli-Euler beam. The dynamic response of one typical ACSR with different spans and different axial forces are studied by white-noise excitation and hammer excitation. The variation rules of dynamic bending rigidity of ACSR are presented. The comparison between the experimental results of the static and dynamic bending rigidity shows that the dynamic bending rigidity of the ACSR is much larger than the static bending rigidity.

Publisher

JVE International Ltd.

Subject

Mechanical Engineering,General Materials Science

Reference20 articles.

1. X. L. Gong, “Experimental research on bending rigidity of overhead line,” (in Chinese), M.A. Thesis, North China Electric Power University, 2013.

2. G. F. Yang, “The study on the equivalent bending rigidity of ACSR,” (in Chinese), M.A. Thesis, North China Electric Power University, 2014.

3. Z. Wang, L. Qi, W. Yang, and M. Wang, “Research on the applicability of lumped mass method for cable’s dynamic tension in the ice shedding experiment,” (in Chinese), Zhongguo Dianji Gongcheng Xuebao/Proceedings of the Chinese Society of Electrical Engineering, Vol. 34, No. 12, p. 2014, 1982, https://doi.org/10.13334/j.0258-8013.pcsee.2014.12.019

4. L. Qin, L. Ya-Nan, and X. G. Wei, “Nonlinear numerical simulation for galloping of single iced conductor,” (in Chinese), Science Technology and Engineering, Vol. 14, No. 4, pp. 230–235, 2014.

5. N. C. Perkins and C. D. Mote, “Three-dimensional vibration of travelling elastic cables,” Journal of Sound and Vibration, Vol. 114, No. 2, pp. 325–340, 1987.

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