Optimization of the Shape of Hooked-End Steel Fiber Based on Pulling Out and Reinforcing Cementitious Composites

Optimization of the Shape of Hooked-End Steel Fiber Based on Pulling Out and Reinforcing Cementitious Composites

Efficient steel fiber—reinforced cementitious composites (SFRCC) should improve not only the ultimate tensile strength but also the residual tensile strength (post-cracking tensile strength) of the SFRCC matrix. The degradation of the post-cracking tensile strength of SFRCC depends on the pullout pr...

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Bibliographic Details
Main Authors: Xiaowei Wang, Bo Xu, Kuiliang Luan, Ru Mu, Jiao Chen
Format: Article
Language:English
Published: MDPI AG 2023-12-01
Series:Materials
Subjects:
fiber concrete
steel fibers
pullout strength
residual pullout resistance
L/D ratio
Online Access:https://www.mdpi.com/1996-1944/17/1/47

Internet

https://www.mdpi.com/1996-1944/17/1/47

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