Joint Slippage Model in Lattice Transmission Tower
- 10.2991/asei-15.2015.373How to use a DOI?
- Lattice Transmission Tower; bolted joint slippage model; experimental verification
The bolted connecting is prone to slip results from external load in the transmission tower as the member is thin and the pre-tightening force of bolt is small. The influence of joint slippage is usually considered in the finely analysis of transmission lines tower. In this paper, the joint slippage process was analyzed, and a new universal model was presented by considering both clearance slip process and deformation slip process. The effect of the parameters of the slip model is discussed, and the relevant parameters of the model are determined. The reliability of the new model was verified by comparing with the experimental results, which provides reliable theoretical support for the accurate analysis of lattice transmission lines tower with considering bolt joint slippage.
- © 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 - Wenqiang Jiang AU - Zhangqi Wang AU - Ziyang Zhang PY - 2015/05 DA - 2015/05 TI - Joint Slippage Model in Lattice Transmission Tower BT - Proceedings of the 2015 International conference on Applied Science and Engineering Innovation PB - Atlantis Press SP - 1890 EP - 1893 SN - 2352-5401 UR - https://doi.org/10.2991/asei-15.2015.373 DO - 10.2991/asei-15.2015.373 ID - Jiang2015/05 ER -