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Residual patch loading resistance of corroded steel H-section beams incorporating corrosion morphology
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DOI：10.1016/j.jcsr.2026.110529.png)
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Abstract
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• A morphology-informed FE framework was developed for corroded H-section beams under patch loading. • Realistic corrosion pit geometry and spatial distribution were explicitly incorporated into the FE models. • Corrosion severity drives resistance degradation, while web slenderness governs the sensitivity to corrosion. • A corrosion-induced reduction factor was proposed for improved and safer design assessment.
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