Shear-slip behaviour and ductility of composite dowel connectors with pry-out failure
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DOI: 10.1016/j.engstruct.2017.07.065
Abstract: Abstract The flexural strength of steel and concrete composite beams is influenced by both the connectors’ shear capacity and the slip across the steel–concrete interface. However, plastic design strategies commonly used in engineering practice assume… read more here.
Keywords: slip; shear slip; capacity; slip behaviour ... See more keywords