Joint Slippage Model in Lattice Transmission Tower

DOI

10.2991/asei-15.2015.373How to use a DOI?

Keywords

Lattice Transmission Tower; bolted joint slippage model; experimental verification

Abstract

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.

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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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  -