Experimental bond behavior of deformed rebars in half-grouted sleeve connections with insufficient grouting defect
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DOI: 10.1016/j.conbuildmat.2018.07.050
Abstract: Abstract Insufficient grouting of sleeve connection in precast concrete (PC) structure will significantly decrease the bearing capacity of connection joints and increase the risk of premature failure of PC structures. To evaluate the bond behavior… read more here.
Keywords: insufficient grouting; bond; defect level; bond behavior ... See more keywords