Modeling Bond Stress-Slip of Reinforcing Bars Embedded in SIFCON

by Ali M. Hamza, Univ of Michigan, Ann Arbor, United States,
Antoine E. Naaman, Univ of Michigan, Ann Arbor, United States,

Document Type: Proceeding Paper

Part of: Engineering Mechanics


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: Fiber reinforced concrete | Stress strain relations | Bonding | Bars (structure) | Fiber reinforced composites | Shear deformation | Infiltration | Concrete construction

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