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• W4210364510 abstract "In this paper, we present an experimental and analytical study of the behaviour of a steel half-grouted sleeve concentrically loaded under tension up to failure. Twenty-four specimens were tested to investigate the effects of spliced rebars with diameters ranging from 12 to 20 mm and the rebar strip off ribs length/embedded length ratios (SRs) varying from 0 to 100% on the mechanical behaviours of the splice. The experimental results showed that the failure mode could transform from rebar failure to rebar pull-out as the SR increased to 100%, leading to an increase in the grout damage depth. The grout damage depth increased with the diameter of the spliced rebar. Furthermore, a bi-uniform bond stress model was established and verified to calculate the lengths of the elastic and inelastic segments of the rebar, with errors of 3.58% and 0.64% for diameters of 12 and 20 mm, respectively. Increasing the rebar strip off ribs length of the elastic segment of the rebar had no effect on the splice performance. However, the ultimate bearing capacity and ductility of the splice decreased when the rebar strip off ribs length of the inelastic segment of the rebar was increased." @default.
• W4210364510 created "2022-02-08" @default.
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• W4210364510 date "2022-06-01" @default.
• W4210364510 modified "2023-09-27" @default.
• W4210364510 title "Experimental investigation of mechanical properties of steel half-grouted sleeve splice with rebar bonding defects" @default.
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• W4210364510 doi "https://doi.org/10.1016/j.jobe.2022.104113" @default.
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