Splice Strength of Conventional and High Relative Rib Area Bars in Normal and High-Strength Concrete

By J. Zuo, D. Darwin. 2000

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Bond strength of reinforcing steel embedded in fly ash-based geopolymer concrete (2011, background): “It is generally recognized that bond strength is governed by different factors such as the strength of the concrete, the thickness of the concrete surrounding the reinforcing bar, the confinement of the concrete due to transverse reinforcement and the bar geometry [9–13].”
Non-proprietary bar splice sleeve for precast concrete construction (2015, background): “Zuo and Darwin [11] concluded that fourth root of the concrete strength and three-fourth root of the concrete strength are the best description of the effect of the concrete strength on splice length in cases of confinement with transverse reinforcement and non-confined concrete respectively.”