Bond Behavior of Fiber Reinforced Polymer Bars under Direct Pullout Conditions

By Z. Achillides, K. Pilakoutas. 2004

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Effect of aging on bond of GFRP bars embedded in concrete (2010, background): “Considerable research has gone into the bond behavior of FRP bars in concrete [17,13,1,7] and the durability performance of the bond between FRP bars and concrete.”
Deflection behaviour of FRP reinforced concrete beams and slabs: An experimental investigation (2012, background): “Although the code approaches for the prediction of short-term deflection account for a reduced flexural stiffness of the element due to cracking [11], this effective stiffness is treated as a global parameter and cannot capture the effect of localised cracking.”
Bond mechanism and bond strength of GFRP bars to concrete: A review (2016, background): “15, decreases as the embedment length increases, similar to the previous observations for steel bars [7,11,46,49,50,61].”
Experimental study on bond performance of GFRP bars in self-compacting steel fiber reinforced concrete (2013, background): “Furthermore, many autho rs reported that the surface characteristics (sand-coated, inde nte , ribbed, helical or wrapping) of FRP bar stron gly affect the bond stress between FRP and concrete [6, 8, 12-16].”