Abstract
AbstractWhile the majority of U-shape wrapping (Uwrap) studies have focused on the mechanism of the shear-strengthening effect, very few studies have been devoted to the use of Uwraps as anchorage for longitudinal fiber-reinforced polymer (FRP) sheets or plates. This investigation therefore focuses on the anchor effect of the carbon-fiber-reinforced polymer (CFRP) Uwrap on externally bonded FRP-reinforced concrete elements. Based on selected parameters from the preliminary study, a parametric study was conducted on concrete blocks with an attached FRP sheet with and without Uwraps. Pull-out tests were conducted on these specimens. Slips along the length of the FRP sheet and debonding propagation in the region under the Uwrap were observed using a linear variable differential transformer (LVDT) and strain gauges. Among the tested specimens, the FRP Uwraps with a 45° angle without an edge distance maximizes the benefit of the anchoring effect. Two factors were found to control the Uwrap performance: the str...
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