Straight recycled green fibre pull-out behaviour in an ultrahigh performance concrete composite matrix UHPC

Abstract This article presents the study of the pull-out method and the behavior of the cementitious matrix under loading. Using finite element analysis to investigate the interfacial debonding performance allows us to grasp the experiment’s estimated values. The mechanical bonding is determined using a Scanning Electron Microscopy SEM image. The slippage during the pull-out load varies depending on the cementitious matrix grade and whether the recycled steel strand is hooked at specific angles (Inclination angle). The relationship between monotonic loading and steel fiber diameter was found to be a direct proportion. To comprehend the bonding and debonding between surfaces, as well as the shear experience under loading, both studies find the correlation between theoretical and experimental results to be satisfactory. All aspects were discussed in relation to the effective use of a finite element method in analysis.