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Dynamic Responses of Long-Span Transmission Tower-Line System Subjected to Broken Wires
Authors:XIA Zheng-chun  LI Li  FANG Qin-han  LONG Xiao-hong
Institution:School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China
Abstract:A macroscopic finite element modeling approach was proposed to calculate the vibration of a tower-line system subjected to broken wires with software ANSYS/LS-DYNA. In the finite element model, not only the nonlinearity of wires and suspension insulators are considered, but also the support towers are included. The incremental and iterative approaches are combined by applying the unbalanced loads incrementally during each iteration cycle. The approach was illustrated with an example of a Hanjiang-River long-span transmission line system subjected to a shield wire and a conductor failure, respectively. The analysis results showed that the proposed dynamic simulation approach can demonstrate the kinetic process of the tower-line system subjected to wire ruptures: The frequencies of line components were lower and densely distributed, but the frequencies of tower components were higher and sparsely distributed. Anyhow, the dynamic effects of wire ruptures on tower-line system could not be ignored in analysis of tower-line system subjected wire failures.
Keywords:Electric transmission  Tower-line coupling  Wire rupture  Dynamic responses  ANSYS/LS-DYNA
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