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

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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Bibliographic Details
Main Author: Yassir M. Abbas
Format: Article
Language:English
Published: MDPI AG 2021-02-01
Series:Materials
Subjects:
SFRC
finite element method (FEM)
hooked-end fiber
micro-structure
fiber–matrix interface
cracking
Online Access:https://www.mdpi.com/1996-1944/14/3/669

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