Fatigue Life Evolution of and Surface Magnetic Flux Correlation for ASTM A572 Gr 50 W Steel Shapes Subjected to Pure Bending

Six fatigue tests were performed on W6×15 steel beams fabricated from A572 Grade 50 steel, each 4 m in length and subjected to sinusoidal bending with stress amplitudes ranging from 0.10 Fy to 0.70 Fy at 4 Hz. In five of the six specimens, a Charpy V-notch-type defect was introduced at mid-span on the lower flange to initiate localized damage. Cyclic loading was applied until fatigue failure occurred. Throughout testing, two primary parameters were continuously monitored: (i) strain and (ii) surface magnetic flux density. Analysis of the magnetic flux evolution revealed distinctive signal patterns that emerged as fatigue damage progressed, particularly near the point of failure. These magnetic variations correlate with the accumulation of microstructural damage and enable the estimation of a safe-life prediction for each specimen under cyclic loading. Furthermore, a qualitative relationship between the fractographic features and the corresponding magnetic response was identified. The results demonstrate that monitoring surface magnetic flux provides a reliable early-warning indicator of fatigue damage in full-scale steel members, offering a promising tool for structural health monitoring and public safety in elements of steel infrastructure such as bridges.

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Publication Details

Journal
Buildings
Published
2026-06-17
DOI
https://doi.org/10.3390/buildings16122407
Primary Topic
Magnetic Properties and Applications
Type
article
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article

Fatigue Life Evolution of and Surface Magnetic Flux Correlation for ASTM A572 Gr 50 W Steel Shapes Subjected to Pure Bending

Juan David Tole-Lozano, Federico Nuñez-Moreno, María Gabriela Tarazona-Arellano, Janneth Patricia Gil-Ibáñez et al.
Buildings
Magnetic Properties and Applications
article

Fatigue Life Evolution of and Surface Magnetic Flux Correlation for ASTM A572 Gr 50 W Steel Shapes Subjected to Pure Bending

Juan David Tole-Lozano, Federico Nuñez-Moreno, María Gabriela Tarazona-Arellano, Janneth Patricia Gil-Ibáñez, Jorge Yesid Torres-Espitia, Daniel Felipe Otálora-Bohórquez
article en

Abstract

Six fatigue tests were performed on W6×15 steel beams fabricated from A572 Grade 50 steel, each 4 m in length and subjected to sinusoidal bending with stress amplitudes ranging from 0.10 Fy to 0.70 Fy at 4 Hz. In five of the six specimens, a Charpy V-notch-type defect was introduced at mid-span on the lower flange to initiate localized damage. Cyclic loading was applied until fatigue failure occurred. Throughout testing, two primary parameters were continuously monitored: (i) strain and (ii) surface magnetic flux density. Analysis of the magnetic flux evolution revealed distinctive signal patterns that emerged as fatigue damage progressed, particularly near the point of failure. These magnetic variations correlate with the accumulation of microstructural damage and enable the estimation of a safe-life prediction for each specimen under cyclic loading. Furthermore, a qualitative relationship between the fractographic features and the corresponding magnetic response was identified. The results demonstrate that monitoring surface magnetic flux provides a reliable early-warning indicator of fatigue damage in full-scale steel members, offering a promising tool for structural health monitoring and public safety in elements of steel infrastructure such as bridges.

BuildingsVol. 16(12)
Pontificia Universidad Javeriana (CO), Pilot University of Colombia (CO)
Industry, innovation and infrastructure
Openalex Percentile: Top 17%
Magnetic Properties and Applications
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