Axial compressive behavior of round-ended steel tubes with localized corrosion simulated by artificial notches: Experiment, numerical modeling, and prediction

To investigate the axial compressive behavior of round-ended steel tubes with localized corrosion, a total of 14 specimens with or without artificial notches were fabricated and tested. The effects of key parameters, including the corrosion types, lengths, orientations, longitudinal positions, and circumferential positions varied among the specimens, were investigated. The experimental results showed that corrosion orientations and positions have the most remarkable impact on the ultimate strength and failure pattern of round-ended elliptical hollow section (RES) steel tubes. Additionally, finite element models (FEMs) were developed and validated by comparison with the experimental results. Further parametric analyses using the FEMs were conducted to investigate the influence of different parameters on the ultimate strength of RES steel tubes with localized corrosion. Based on the test results and finite element analysis, the degree of corroded volume loss ( DOV ) employed as the only evaluation index has clear limitations. Therefore, formulae for calculating the corrosion damage reduction coefficient were proposed to estimate the axial compression strength of round-ended steel tubes with localized corrosion.

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Publication Details

Journal
Case Studies in Construction Materials
Published
2025-11-08
DOI
https://doi.org/10.1016/j.cscm.2025.e05538
Primary Topic
Structural Integrity and Reliability Analysis
Type
article
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article

Axial compressive behavior of round-ended steel tubes with localized corrosion simulated by artificial notches: Experiment, numerical modeling, and prediction

Qian Li, Yuhang Wang, Zhifang Lu, Tong Xu
Case Studies in Construction Materials
Structural Integrity and Reliability Analysis
article

Axial compressive behavior of round-ended steel tubes with localized corrosion simulated by artificial notches: Experiment, numerical modeling, and prediction

Qian Li, Yuhang Wang, Zhifang Lu, Tong Xu
article en

Abstract

To investigate the axial compressive behavior of round-ended steel tubes with localized corrosion, a total of 14 specimens with or without artificial notches were fabricated and tested. The effects of key parameters, including the corrosion types, lengths, orientations, longitudinal positions, and circumferential positions varied among the specimens, were investigated. The experimental results showed that corrosion orientations and positions have the most remarkable impact on the ultimate strength and failure pattern of round-ended elliptical hollow section (RES) steel tubes. Additionally, finite element models (FEMs) were developed and validated by comparison with the experimental results. Further parametric analyses using the FEMs were conducted to investigate the influence of different parameters on the ultimate strength of RES steel tubes with localized corrosion. Based on the test results and finite element analysis, the degree of corroded volume loss ( DOV ) employed as the only evaluation index has clear limitations. Therefore, formulae for calculating the corrosion damage reduction coefficient were proposed to estimate the axial compression strength of round-ended steel tubes with localized corrosion.

Case Studies in Construction MaterialsVol. 23
Wuhan University of Technology (CN), Shanxi Transportation Research Institute (CN), Taiyuan University of Technology (CN)
Openalex Percentile: Top 65%
Structural Integrity and Reliability Analysis
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