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Computer aided Analysis and optimization of transmission line tower


Affiliations
1 Junior Research Fellow, Mechanical Engg. Division, CPRI, Bangalore - 560 080, India
2 Engg. Officer, Mechanical Engg. Division,CPRI, Bangalore - 560 080, India
3 M.Tech student, Siddganga Institute of Technology, Tumkur – 572 103, India
4 Professor and Head, Department of Industrial Engineering and Management, Siddaganga Institute of Technology, Tumkur – 572 103, India
     

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For economic reasons, our next generation overhead power transmission line towers will be built with new design concepts in order to reduce the weight of the support structures. This paper discusses the computer aided design and analysis carried out on a 220 kV Single Circuit transmission line tower built with a combination of Circular Hollow Sections and Angle sections rather than built with only Angle sections. After optimization, the comparative study is presented with respect to stresses, deflection and weight of both Circular Hollow Sections and Angle sections towers. There is a saving in steel weight up to 8% resulted when a Circular Hallow Section tower is compared with an Angle Section type. The analyses results are compared with full scale test carried out at Central Power Research Institute (CPRI) Bangalore, India are presented.

Keywords

Transmission line tower, finite element analysis, prototype testing, optimization.
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  • Computer aided Analysis and optimization of transmission line tower

Abstract Views: 264  |  PDF Views: 0

Authors

M. Avinash
Junior Research Fellow, Mechanical Engg. Division, CPRI, Bangalore - 560 080, India
M. Selvaraj
Engg. Officer, Mechanical Engg. Division,CPRI, Bangalore - 560 080, India
G. Mohanbabu
M.Tech student, Siddganga Institute of Technology, Tumkur – 572 103, India
G. V. Prabhushankar
Professor and Head, Department of Industrial Engineering and Management, Siddaganga Institute of Technology, Tumkur – 572 103, India

Abstract


For economic reasons, our next generation overhead power transmission line towers will be built with new design concepts in order to reduce the weight of the support structures. This paper discusses the computer aided design and analysis carried out on a 220 kV Single Circuit transmission line tower built with a combination of Circular Hollow Sections and Angle sections rather than built with only Angle sections. After optimization, the comparative study is presented with respect to stresses, deflection and weight of both Circular Hollow Sections and Angle sections towers. There is a saving in steel weight up to 8% resulted when a Circular Hallow Section tower is compared with an Angle Section type. The analyses results are compared with full scale test carried out at Central Power Research Institute (CPRI) Bangalore, India are presented.

Keywords


Transmission line tower, finite element analysis, prototype testing, optimization.



DOI: https://doi.org/10.33686/prj.v10i3.189484