To read this content please select one of the options below:

Experimental and simulation analysis of mechanical property degradation of corrosion thinning of Q355 steel for transmission towers

Xin Guo (State Key Laboratory of Special Surface Protection Materials and Application Technology, Wuhan Research Institute of Materials Protection Co., Ltd. CAM, Wuhan, China)
Jiesong Tu (State Key Laboratory of Special Surface Protection Materials and Application Technology, Wuhan Research Institute of Materials Protection Co., Ltd. CAM, Wuhan, China)
Zhibin Fan (State Grid Corporation Joint Laboratory of Advanced Electrical Engineering Materials (SDEPC), State Grid Shandong Electric Power Research Institute, Jinan, China)
Baoshuai Du (State Grid Corporation Joint Laboratory of Advanced Electrical Engineering Materials (SDEPC), State Grid Shandong Electric Power Research Institute, Jinan, China)
Hongfei Shang (State Key Laboratory of Tribology, Tsinghua University, Beijing, China)
Jiangfeng An (State Key Laboratory of Special Surface Protection Materials and Application Technology, Wuhan Research Institute of Materials Protection Co., Ltd. CAM, Wuhan, China)
Dan Jia (State Key Laboratory of Special Surface Protection Materials and Application Technology, Wuhan Research Institute of Materials Protection Co., Ltd. CAM, Wuhan, China)

Anti-Corrosion Methods and Materials

ISSN: 0003-5599

Article publication date: 9 July 2024

26

Abstract

Purpose

Corrosion thinning reduces the effective cross-sectional areas of steel structures and degrades their mechanical properties. This study aims to investigate the relationship between the corrosion thinning of carbon steel for transmission towers and the degradation of its mechanical properties.

Design/methodology/approach

A macroscopic finite element model of a transmission tower was established and then combined with the corrosion thinning and mechanical properties of Q355 steel in different test periods measured in neutral salt spray, SO2 atmosphere and wet heat environments to conduct a finite element simulation of a transmission tower with different corrosion thinning of Q355 steel.

Findings

When the residual thickness of the tower leg angle was reduced to 4.03 mm, the maximum stress solved in the simulation exceeded the yield strength, with the tower already at risk of collapse owing to corrosion failure under extreme conditions of basic wind speed.

Originality/value

This study innovatively utilises transmission tower finite element models and experimental data from mechanical degradation experiments to quantify the relationship between corrosion thinning and the mechanical properties of Q355 steel, ensuring the effective assessment of the mechanical properties of corroded transmission towers.

Keywords

Acknowledgements

This research was supported by the State Grid Corporation of China headquarters science and technology project (Grant No. 5200-202016471A-0–0-00), while we would also like to thank Editage (www.editage.cn) for English language editing.

Conflict of interest statement: The authors declare no conflict of interest.

Data availability statement: The data that support the findings of this study are available from the corresponding author upon reasonable request.

Citation

Guo, X., Tu, J., Fan, Z., Du, B., Shang, H., An, J. and Jia, D. (2024), "Experimental and simulation analysis of mechanical property degradation of corrosion thinning of Q355 steel for transmission towers", Anti-Corrosion Methods and Materials, Vol. ahead-of-print No. ahead-of-print. https://doi.org/10.1108/ACMM-03-2024-2982

Publisher

:

Emerald Publishing Limited

Copyright © 2024, Emerald Publishing Limited

Related articles