Nonlinear Static Analysis of UHV Tower with Considering Joint Slippage

DOI

10.2991/asei-15.2015.374How to use a DOI?

Keywords

UHV Tower; Joint slippage; Nonlinear Static analysis

Abstract

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.

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  - 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  -