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

Internet

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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