Effect of the Notch-to-Depth Ratio on the Post-Cracking Behavior of Steel-Fiber-Reinforced Concrete

Effect of the Notch-to-Depth Ratio on the Post-Cracking Behavior of Steel-Fiber-Reinforced Concrete

Concrete barely possesses tensile strength, and it is susceptible to cracking, which leads to a reduction of its service life. Consequently, it is significant to find a complementary material that helps alleviate these drawbacks. The aim of this research was to determine analytically and experimenta...

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Bibliographic Details
Main Authors:	José Valdez Aguilar, César A. Juárez-Alvarado, José M. Mendoza-Rangel, Bernardo T. Terán-Torres
Format:	Article
Language:	English
Published:	MDPI AG 2021-01-01
Series:	Materials
Subjects:	steel-fiber-reinforced concrete hook-end steel fiber post-cracking behavior notch-to-depth ratio ductility toughness
Online Access:	https://www.mdpi.com/1996-1944/14/2/445

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