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- W3208853786 abstract "The steel reinforced recycled aggregate concrete (SRRAC) is a kind of composite building material, and the bond performance at the interface determine the mechanical properties of the composite material. The purpose of this paper is to explore the bond performance of SRRAC. First, 43 SRRAC push-out specimens were made, and push-out tests were conducted on them. It was found that the failure process has gone through four stages. The failure patterns were found by analyzing all cracks, and the mechanism of the cracks was analyzed from the mechanical level. The basic model of load-slip curve was proposed. Secondly, the basic model of bond stress-slip curve was proposed, which was divided into four segments by three key points. The bond strength and slip of the three key points were respectively defined, and their respective calculation formulas were obtained through statistical analysis methods, which were verified by the test. Then, this paper proposed the bond stress-slip full curve equation, which was well verified by the test. Finally, detailed finite element analysis was carried out on SRRAC specimens, and the reliability of the model and the bond stress-slip full curve equation was further verified by the test." @default.
- W3208853786 created "2021-11-08" @default.
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- W3208853786 date "2021-12-01" @default.
- W3208853786 modified "2023-10-10" @default.
- W3208853786 title "The bond stress-slip full curve equation between the RAC and H-shaped: Experimental, theoretical and numerical simulation investigation" @default.
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- W3208853786 doi "https://doi.org/10.1016/j.conbuildmat.2021.125311" @default.
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