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Descripción
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| When corrosion of the steel reinforcement occurs in concrete structures, cracking of the concrete cover might result, among other effects, from the generation of an expansive oxide layer. In the simulation of this type of cracking, the constitutive parameters of the oxide have been proved to be crucial, as presented in previous conferences. However, there is a lack of experimental information about those parameters, due to the difficulty to perform direct in place measurements. | |
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Internacional
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No |
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Nombre congreso
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4th International Conference on Computational Modeling of Fracture and Failure of Materials and Structure - CFRAC 2015 |
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Tipo de participación
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960 |
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Lugar del congreso
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Cachan, Francia |
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Revisores
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Si |
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ISBN o ISSN
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0000-0000 |
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DOI
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Fecha inicio congreso
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03/06/2015 |
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Fecha fin congreso
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05/06/2015 |
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Desde la página
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270 |
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Hasta la página
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270 |
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Título de las actas
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International Conference on Computational Modeling of Fracture and Failure |