Modeling Bond Stress-Slip of Reinforcing Bars Embedded in SIFCONby Ali M. Hamza, Univ of Michigan, Ann Arbor, United States,
Antoine E. Naaman, Univ of Michigan, Ann Arbor, United States,
Abstract: A brief description is given of the mechanisms associated with the bond shear stress versus slip response of deformed reinforcing bars embedded in slurry infiltrated fiber concrete (SIFCON).
Subject Headings: Shear stress | Bars (structure) | Bonding | Fiber reinforced concrete | Reinforced concrete | Slurries | Infiltration | Stress strain relations
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