Pullout behaviour of GFRP bars with anchor head in geopolymer concrete

摘要

The geopolymer concrete internally reinforced with fibre-reinforced polymer (FRP) bars is anticipated to offer durable, sustainable, and cost-effective civil infrastructures. In this study, the effect of the anchor head on the pullout behaviour of the sand coated glass-fibre-reinforced polymer (GFRP) bars embedded in the geopolymer concrete was investigated using a direct pullout test. Straight and headed GFRP bars with different nominal diameters empty set (12.7, 15.9, and 19.0 mm) and embedment lengths l(d) (0empty set + l(ah), 5empty set + l(ah), and 10empty set + l(ah) for headed bars, where l(ah) stands for the anchor head length, and 5empty set and 10empty set for straight bars) were considered. The results showed that the provision of anchor head is an efficient method to enhance the anchorage capacity of GFRP bars in geopolymer concrete. The anchor heads improved the anchorage of the sand coated GFRP bars by as much as 49-77%. Furthermore, the mechanical bearing resistance provided by the anchor head alone resulted in the development of approximately 45% of the GFRP bars' nominal tensile strength. A comparison of the experimental results with the published studies showed that a much higher load is required to pullout the GFRP bars in geopolymer concrete than in Ordinary Portland Cement-based concrete. (C) 2015 Elsevier Ltd. All rights reserved.