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This research examines how localized corrosion affects the flexural behavior of reinforced concrete beams.

May 6, 2026Structural ConcreteOpen Access

From section to structure: Assessing the impact of localized corrosion on reinforced concrete beams

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This research examines how localized corrosion affects the flexural behavior of reinforced concrete beams.
Conducted a numerical investigation analyzing RC elements with various longitudinal reinforcement ratios.
Performed sectional and structural analyses considering localized corrosion impact on rebars.
Localized corrosion substantially decreases flexural strength and ductility of RC beams.
Ductility evaluation at the sectional level may become unreliable after a specific corrosion threshold.

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Numerical investigation reveals localized corrosion significantly reduces ductility in reinforced concrete, indicating potential safety risks.

Conforti et al. (2026) studied this question.

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Numerical investigation reveals localized corrosion significantly reduces ductility in reinforced concrete, indicating potential safety risks.