… could be used as repairing material for normal concrete structures. In this study the concrete
structure with high-performance fiber reinforced concrete was subjected to shear loadings …

… GEP-Based prediction model for shear debonding of HPFRC-NC In this study, a GEP
prediction model is developed for the shear debonding strength ( τ d ) of HPFRC-NC using the …

… the interface as the bond strength of the interface … strength of the concrete substrate which
cannot be increased. Therefore, in order to predict the risk of debonding for concrete structures …

… After interfacial debonding, the stress transfer … of predicted bond strength to tested bond
strength was 1.039 with a standard variation of 0.252. The result indicated that the proposed fiber…

… fibers as a non-conventional mass reinforcement is proven to be promising as cracking of the
fibrous concrete requires pullout and debonding of the fibers … to have a high performance. …

… Then, the shear-lag theory was utilized for predicting the pull force-slip curves of the
fibers … Consequently, a higher debonding force is required to surpass the bond strength [65]. …

… predict the flexural behavior of ultra-high-performance fiber-reinforced concrete (UHPFRC)
beams including straight steel fibers … strength (P > P crit ) and before the complete debonding …

… A 2D FEM conducted to predict the behavior of RC and UHPFRC shear walls subjected to …
nonlinear fracture including interfacial debonding between concrete and CFRP strips. It is very …

… to the interface or close to the loading surface in these conventional specimens, rather than
interfacial debonding [48], which would impair accurate prediction of real UHPC–NC bond …

… elastic shear bond, fiber–matrix debonding develops … bond strength is lower than that of the
ultimate elastic shear bond, a … and predict the pullout curves of inclined hooked steel fibers …