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The strengthened effectiveness and the performance capacity of repaired Reinforced Concrete (RC) structures with Carbon Fibre Reinforced Polymer (CFRP) sheets is dependent on the properties of the adhesive interface layer.
Simultaneous coadministration of pyridoxal 5′-phosphate and oleic acid or dithiothreitol treatment also strengthened effectiveness of PEG-MGL.
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The results show that both the preexisting damage level and the FRP orientation have a significant effect on strengthening effectiveness and failure mode.
Strengthening effectiveness and PBO-FRCM reinforcement mobilization were assessed on the basis of 12 models of strengthened RC beams.
The bond between FRP and steel substrate plays a key role on the strengthening effectiveness of FRPs.
The influence of the percentage and inclination of the CFRP laminates on the shear strengthening effectiveness of HCPs is investigated.
The strengthening effectiveness as well as the behavior of PBO-FRCM confined concrete elements have been evaluated.
The presented equations of flexural capacity for RC beams strengthened with prestressed CFRP plates are shown to be sufficiently accurate in predicting flexural strengthening effectiveness of RC beams.
In this paper, the mechanical characteristics and strengthening effectiveness of random-chopped FRP composites containing air porosity are investigated through experiments and numerical analysis.
A numerical strategy was used to evaluate the load deflection relationship of the tested beams and to highlight the influence of the longitudinal bars percentage, the CFRP percentage and the concrete strength on the NSM flexural strengthening effectiveness of RC beams.
The effectiveness of strengthening seismic-damaged columns with carbon fiber reinforced polymer and the strengthening effect on different degrees of seismic damage were studied.
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