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

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: Bars (structure) | Shear stress | Reinforced concrete | Bonding | Fiber reinforced concrete | Stress strain relations | Shear deformation

Services: Buy this book/Buy this article

 

Return to search