Proceedings of the 2015 International Forum on Energy, Environment Science and Materials

Numerical Analysis of strengthened tubular joint of lightening rod

Authors
Lei Chen, Hongbo Li, Yiliang Peng
Corresponding Author
Lei Chen
Available Online September 2015.
DOI
10.2991/ifeesm-15.2015.45How to use a DOI?
Keywords
Substation;Lightening Rod;Strengthened tubular joint; Finite element analysis
Abstract

The event that some lightning rod was fractured and collapsed at the tubular joint of lightning rod occurred in some transformer substation recently. The stress concentration at the tubular joint area was the main reason which caused this failure. This paper proposed the solution to recover the collapsed lightning rod and the method to strengthen the lightning rod with normal operation. The finite analysis was conducted for recovered and strengthened lightning rod by using finite element software ABAQUS. The results indicate that the proposed solutions are practical and safe and can guarantee the normal operation of substation.

Copyright
© 2015, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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Volume Title
Proceedings of the 2015 International Forum on Energy, Environment Science and Materials
Series
Advances in Engineering Research
Publication Date
September 2015
ISBN
978-94-6252-117-9
ISSN
2352-5401
DOI
10.2991/ifeesm-15.2015.45How to use a DOI?
Copyright
© 2015, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Cite this article

TY  - CONF
AU  - Lei Chen
AU  - Hongbo Li
AU  - Yiliang Peng
PY  - 2015/09
DA  - 2015/09
TI  - Numerical Analysis of strengthened tubular joint of lightening rod
BT  - Proceedings of the 2015 International Forum on Energy, Environment Science and Materials
PB  - Atlantis Press
SP  - 232
EP  - 236
SN  - 2352-5401
UR  - https://doi.org/10.2991/ifeesm-15.2015.45
DO  - 10.2991/ifeesm-15.2015.45
ID  - Chen2015/09
ER  -