Development of a plasticity bond model for steel reinforcement

@inproceedings{Cox1998DevelopmentOA,
  title={Development of a plasticity bond model for steel reinforcement},
  author={James V. Cox and Leonard R. Herrmann},
  year={1998}
}
The development of an interface, non-associative, plasticity model for bond between ribbed, steel bars and concrete is discussed. The model relates average local slip and radial dilation to average bond shear stress and radial confinement stress. The model partially accounts for the response of the damaged, finite-thickness region around the bar—the bond zone. The model is developed for standard steel bars that are initially unstrained. With simplifying assumptions, data for the components of a… CONTINUE READING

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An investigation of behavior and modeling of bond for reinforced concrete

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