Numerical simulation of rebar/concrete interface debonding of FRP strengthened RC beams under fatigue load |
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Authors: | Rong Zhang Zhifei Shi |
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Affiliation: | (1) School of Civil Engineering & Architecture, Beijing Jiaotong University, Beijing, 100044, P.R. China |
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Abstract: | The aim of this paper is to simulate the rebar/concrete interface debonding of FRP strengthened RC beams under fatigue load
and also, to ascertain the influence of design parameters such as the elastic modulus, thickness and length of the FRP plate
on the debonding performance. In order to simplify the simulation, some basic equilibrium equations are formulated and then
the stresses of the rebar and FRP plate are numerically solved, and stress intensity factor is avoided in the simulation by
fundamentals of fracture mechanics because of its complexity around the crack tip of bi-material interface. With the combination
of finite element method and difference approximation, authors program the degradation model of coefficient of friction, debond
criterion, propagation law and loop of load process into a commercial finite element code to investigate the fatigue debonding.
The relationships between the debond length as well as other fatigue parameters and number of cyclic load are obtained and
discussed. |
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Keywords: | FRP plate RC beam Finite element method Difference approximation Interface fracture |
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