Study on local bond behaviors between steel bars and high-strength concrete exposed to early disturbances
JOURNAL OF BUILDING ENGINEERING(2023)
摘要
This paper investigates the effects of early vibration exposure on the local bond behaviors between deformed steel bars and high-strength concrete (HSC). The effects of steel fiber and vibration intensity (ranging from static to peak particle velocity (PPV) of 10 cm/s) on the deterioration laws of bond performances and mechanisms were revealed. Finally, an empirical prediction model was developed to uniformly describe the bond stress-slip relations of specimens subjected to different vibration levels. Results indicated that early vibration could produce separation gaps and the surrounding viscous layers around steel bars, leading to the reduction/ elimination of initial debonding resistances. Besides, the failure mode of pull-out specimens may alter due to the degradation of concrete. The bond stiffness of HSC is more vulnerable to environmental vibration (up to 62.6%), followed by bond strength (39.4%) and compressive strength (33.7%). The bond toughness of specimens, especially with the addition of steel fibers, is less sensitive to vibration (29.8%/6.8% for HSC/HSFRC). The increases in concrete strength grades and additions of fibers significantly enhance the threshold resistance to early vibration, making it a recommended solution for vibration scenarios. Using a consistent expression, the proposed empirical model reasonably reproduces bond stress-slip curves of specimens with/without vibration exposure.
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关键词
Early vibration,Bond performances,High-strength concrete,Vibration resistance,Bond stress-slip relation
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