Influence of moderate temperatures on the bond between carbon fibre reinforced polymer bars (CFRP) and concrete

• Published in: Construction & building materials Vol. 94; pp. 589 - 604
• Main Authors: Calvet, V., Valcuende, M., Benlloch, J., Cánoves, J.
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 30.09.2015; Elsevier B.V
• Subjects: Analysis; Atomic force microscopy; Bond strength; CFRP; Concrete; Deformed and textured bar; Mechanical properties; Polymers; Ribbed bar; Sanded bar; Strength of materials; Temperature; United States; Bond strength; Ribbed bar; Temperature; Deformed and textured bar; CFRP; Sanded bar
• ISSN: 0950-0618; 1879-0526
• DOI: 10.1016/j.conbuildmat.2015.07.053

•Ambient conditions of freeze/thaw and 5°C raise the τmax of CFRP bars.•τmax of CFRP bars is reduced at ambient conditions of 80°C.•Ribbed CFRP bars have a similar bond to steel bars.•Deformed and texturized CFRP bars have lower τmax than steel bars. This study analyzes the influence of different environmental conditions (freeze/thaw, 5°C, 20°C, 40°C and 80°C) on the bond of different types of CFRP bars (sanded, ribbed, and deformed and textured), and the results are compared with those obtained on tests with steel bars. The tests included Pullout, SEM, AFM, TGA and DSC. The experimental results show that there are large differences in the behaviour of different types of CFRP bar and also that temperature variations have an influence on their bond due to changes in the mechanical properties of the polymer resin. Ribbed CFRP bars have the highest τmax values, similar to those obtained from steel bars, except at high temperatures (80°C). Their failure mode varies according to the relationship between the shear resistance of the ribs and that of the concrete. Sanded bars have significantly lower τmax, but do show good initial bond. Failure usually occurs due to weakening of the bond between the sanded layer and the bar. Deformed and textured bars also have low τmax values due to the design of their surface geometry, with widely separated shallow grooves. Bond failure occurs due to shear of the concrete embedded in the grooves and at high temperatures there is also a separation of the textured layer.