Several models are proposed in the scientific literature to correlate crack width and corrosion level; such relationships could be regarded as a tool for the non-destructive identification of the corrosion degradation, since they often involve easily measurable parameters, also by means of non-destructive tests. In the present paper, the reliability of literature models predicting the crack width from the corrosion level is statistically investigated by considering experimental data from naturally corroded beams.
Statistical analysis of predictive models for crack width induced by natural corrosion in beams / Benenato, A.; Ferracuti, B.; Imperatore, S.; Lignola, G. P.. - (2021), pp. 49-52. (Intervento presentato al convegno Workshop on Capacity Assessment of Corroded Reinforced Concrete Structures, CACRCS DAYS 2021 nel 30 November 2021 al 3 December 2021).
Statistical analysis of predictive models for crack width induced by natural corrosion in beams
Benenato A.;Lignola G. P.
2021
Abstract
Several models are proposed in the scientific literature to correlate crack width and corrosion level; such relationships could be regarded as a tool for the non-destructive identification of the corrosion degradation, since they often involve easily measurable parameters, also by means of non-destructive tests. In the present paper, the reliability of literature models predicting the crack width from the corrosion level is statistically investigated by considering experimental data from naturally corroded beams.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
