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A Computational Study of the Shear Behavior of Reinforced Concrete Beams Affected from Alkali–Silica Reactivity Damage

In this study, an investigation of the shear behavior of full-scale reinforced concrete (RC) beams affected from alkali–silica reactivity damage is presented. A detailed finite element model (FEM) was developed and validated with data obtained from the experiments using several metrics, including a...

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Detalles Bibliográficos
Autores principales:	Gencturk, Bora, Aryan, Hadi, Hanifehzadeh, Mohammad, Chambreuil, Clotilde, Wei, Jianqiang
Formato:	Online Artículo Texto
Lenguaje:	English
Publicado:	MDPI 2021
Materias:	Article
Acceso en línea:	https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8234582/ https://www.ncbi.nlm.nih.gov/pubmed/34204312 http://dx.doi.org/10.3390/ma14123346

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