Modeling Steel Corrosion Failure in Reinforced Concrete by Cover Crack Width 3D FEM Analysis

A new predictive 3D FEM model is proposed using the corrosion damage function by measuring the concrete cover crack width, which is a function of the free concrete cover depth, the steel rebar diameter, the mechanical properties of the concrete, and the length of the anodic zone. A significant aspec...

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Bibliographic Details

Main Authors:	Castorena González, José H., Martin Díaz, Ulises, Gaona Tiburcio, Citlalli, Núñez Jaquez, Rosa E., Almeraya Calderón, Facundo, Bastidas, José María, Bastidas, David M.
Format:	Article
Language:	English
Published:	Frontiers media 2020
Subjects:	Ingeniería y Tecnología TA Ingeniería General y Civil
Online Access:	http://eprints.uanl.mx/24993/2/24993.pdf