Microscale Cohesive-Friction-Based Finite Element Model for the Crack Opening Mechanism of Hooked-End Steel Fiber-Reinforced Concrete

The entire mechanical properties of steel fiber-reinforced concrete (SFRC) are significantly dependent on the fiber–matrix interactions. In the current study, a finite element (FE) model was developed to simulate the pullout response of hooked-end SFRC employing cohesive–frictional interactions. Pla...

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Detalles Bibliográficos
Autor principal: Abbas, Yassir M.
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2021
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7867086/
https://www.ncbi.nlm.nih.gov/pubmed/33535546
http://dx.doi.org/10.3390/ma14030669

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7867086/
https://www.ncbi.nlm.nih.gov/pubmed/33535546
http://dx.doi.org/10.3390/ma14030669

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