Finite Element Analysis for the Collapse Accident of One 110kV Transmission Tower

Ming Jian Jian; Du Qing Zhang; Guang Cheng Zhang

doi:10.4028/www.scientific.net/AMR.690-693.1940

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 690-693Finite Element Analysis for the Collapse Accident...

Finite Element Analysis for the Collapse Accident of One 110kV Transmission Tower

Abstract:

One collapse tower of 110 kV transmission line was taken as an example and a finite element model for the coupled tower-line system was established for investigating the effects of the strong wind on the transmission tower and line. The result shows that the selected standard of material of some rod members is lower, and the area of their section is relatively small. Main legs present buckling instability because of being in compression under action of the strong wind, which leads to the collapse accident of the towers.

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Periodical:

Advanced Materials Research (Volumes 690-693)

Pages:

1940-1944

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.690-693.1940

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Online since:

May 2013

Authors:

Ming Jian Jian, Du Qing Zhang, Guang Cheng Zhang

Keywords:

Collapse, Coupled Tower-Line System, Finite Element Analysis (FEA), Straight-Line Tower

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