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First, two numerical models were generated based on the results of the experimental works on the pullout strength of the plain rebar.
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However, a good number of test results have been reported on plain rebars (Abrams 1913; Weathersby 2003; Fabbrocino et al. 2002; Feldman and Bartlett 2005; Verderame et al. 2009).
Most likely, the bond stress distribution around the surface of the plain round rebar S1, at a certain depth of embedment, say depth h, will be the same.
Pull-out tests on geopolymer concrete specimens embedded with plain and ribbed rebars were carried out at ambient temperature and after exposure to 100, 300, 500 and 700 °C.
The results show that the bond capacity of GFRP rebars in concrete reinforced by hybrid fibres can be equivalent to that or better than that of steel rebar in plain concrete.
In comparison with the bond property of GFRP rebar in plain concrete (PC) matrix, the investigation indicates that adding macro mono fibres or hybrid fibres into concrete can enhance both the bond strength and the bond toughness.
Bond to plain and deformed steel rebars was measured by pull-out testing along the height of wall-shaped specimens.
The HPSCC specimens were reinforced with steel rebars and different fibers for comparison with plain concrete.
Therefore, it is plausible that if, a slip data related to a certain range of rebar size would be 'exact' for, say a 'wire' (plain small size) rebar, due to its diameter size compared to the size of components of concrete.
We drove on past young boys raking patches of blown-up road, the mangled rebar gnarled like hair; past America's surveillance blimps hanging cartoonishly low above the salt plain; past a line of camels cruising under industrial power lines.
Test results of 12 FRP-confined RC columns and 12 FRP-confined plain concrete columns (control specimens) are presented with particular attention to the evolution of strains in the longitudinal steel rebars and the FRP jacket as the load increases.
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