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- W2922751275 abstract "Eleven push-out experimental specimens were analyzed based on the orthogonal design method to investigate the effects of a checkered steel plate pattern height, position of pattern and transverse stirrup ratio on bond strength. Data containing the failure process, failure mechanism, and load-loaded end slip curves were comprehensively analyzed. The authors also established an average bond strength-loaded end slip (τ¯-Sl) constitutive model. The local bond strength and relative slip distribution along the embedded length were obtained based on the experimental strain and loaded end slip. This allowed the depiction of the local bond strength for relative slip curves at different embedded positions. Furthermore, defining the bonding effect at these two position functions, led to the development of the local bond strength-relative slip constitutive model of different embedded positions. The test results show that the checkered pattern steel plates placed on the interface between the shaped steel (reinforcement area) and the concrete its supports can significantly improve bond strength. The characteristic bond strength increased with the increase in the height of the checkered pattern and the transverse stirrup ratio. Setting the checkered pattern on the outside surface of the flange was the most beneficial way to improve bond strength. The second best way was to put the pattern on the inside surface of the flange and finally on the surface of the web. The τ¯-Sl constitutive model was in favorable agreement with the test curves. The authors were also able to establish a new local bond strength-relative slip (τ-S) constitutive model, which determines the effect of different embedded positions." @default.
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- W2922751275 date "2019-06-01" @default.
- W2922751275 modified "2023-10-02" @default.
- W2922751275 title "Experimental study on constitutive relationship between checkered steel and concrete" @default.
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- W2922751275 doi "https://doi.org/10.1016/j.conbuildmat.2019.03.164" @default.
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