Efficiency of rapid repairing for composites and structural fibre-reinforced plastic waste aggregate concrete members

In underdeveloped countries, improperly disposed of electronic waste material (E-waste) causes environmental deterioration and health hazards. The previous related work focused on the axial performance of concrete compressive members reinforced with glass fibre reinforced polymer (GFRP), rather than the efficacy of repairing them after minor damage. The present work has endeavored to deliberate the structural performance of partially damaged E-waste aggregate concrete (EAC) compressive members reinforced with structural synthetic fibres reinforced with GFRP bars and GFRP spirals. Carbon fibre-reinforced polymer (CFRP) sheets were utilized to quickly restore the damaged samples. Twelve circular samples with diameters of 250 mm and heights of 1000 mm were constructed. Six samples were reinforced with GFRP bars and spirals (SSEAC compressive members) while the others had steel reinforcement. Following concentric and eccentric compression, which caused a 30% reduction in axial load-carrying capacity in the stage following peak loading, the samples were repaired using CFRP sheets. Before and after their rapid repair, samples' axial load-carrying capacity, load-shortening response, stiffness index, axial shortening, strength index, ductility index, and failure modes were assessed. These factors included spiral pitch, CFRP wrapping, structural synthetic fibres, E-waste concrete, and reinforcement type. The findings showed that as compared to the original compressive members, both restored SSEAC and GSEAC compressive members had good structural behavior in terms of studied parameters due to the efficiency of CFRP wraps. A new theoretical model is also suggested to predict the axial load-carrying capacity of CFRP-repaired members.

Automated summary

This study focuses on the structural performance of partially damaged E-waste aggregate concrete (EAC) compressive members reinforced with GFRP bars and spirals. The use of CFRP sheets for repairing the damaged samples showed good structural behavior. A theoretical model for predicting the axial load-carrying capacity of CFRP-repaired members is also proposed. Rating: 8/10