Nonlinear Static Analysis of UHV Tower with Considering Joint Slippage
- 10.2991/asei-15.2015.374How to use a DOI?
- UHV Tower; Joint slippage; Nonlinear Static analysis
In the traditional lattice tower design process, the effects of bolted joint slippage are not taken into account, which cause great discrepancy between numerical analysis and full tower tests. In this paper, several joint slippage models are presented with considering the joint connection types and number of bolts. The finite element models of UHV transmission tower are built with introduce the joint slippage effects, and then the inner force and deformation of transmission tower under strong wind load case was studied and the influence of joint slippage are discussed by using the nonlinear static analysis method.
- © 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 - Ziyang Zhang AU - Zhangqi Wang PY - 2015/05 DA - 2015/05 TI - Nonlinear Static Analysis of UHV Tower with Considering Joint Slippage BT - Proceedings of the 2015 International conference on Applied Science and Engineering Innovation PB - Atlantis Press SP - 1894 EP - 1898 SN - 2352-5401 UR - https://doi.org/10.2991/asei-15.2015.374 DO - 10.2991/asei-15.2015.374 ID - Jiang2015/05 ER -