Dynamic Pullout Behavior of Multiple Steel Fibers in UHPC: Effects of Fiber Geometry, Inclination Angle, and Loading Rate

This study examined the influences of fiber geometry, inclination angle, and loading rate on the pullout behavior of multiple steel fibers in ultra-high-performance concrete (UHPC). For this, two different steel fiber types, i.e., straight (S-) and hooked (H-), four different inclination angles (0°–...

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Detalles Bibliográficos
Autores principales: Jang, Eun-Yoo, Kim, Jung J., Yoo, Doo-Yeol
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2019
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6829455/
https://www.ncbi.nlm.nih.gov/pubmed/31618924
http://dx.doi.org/10.3390/ma12203365

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6829455/
https://www.ncbi.nlm.nih.gov/pubmed/31618924
http://dx.doi.org/10.3390/ma12203365

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