This paper presents an analytical study of the Bond stress and its
relationship with relative slip between the concrete and steel using
finite element method.
Moreover, it presents a probabilistic study using statistics theory on
the data as a re
sult from analytical study to get the bond stress-slip
relationship, which represents the bond equation.
In this research, a simple cylinder concrete model was analyzed. This model is simple and single in the center of cylinder for plain reinforcement and cubic model for deformed reinforcement. If we made a tension load on the reinforcement bar until we
reach to the destruction by using non-linear analysis for the three dimension subjects by using the finite element ANSYS to study the bond stress between the concrete and the reinforcement.
