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...
| Autores principales: | , , , , , , |
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| Formato: | Artículo |
| Lenguaje: | English |
| Publicado: |
Frontiers media
2020
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| Materias: | |
| Acceso en línea: | http://eprints.uanl.mx/24993/2/24993.pdf |