Limitations on the use of partial shear connection in composite beams with steel T-sections and uniformly spaced rib shear connectors
Sign Up to like & getrecommendations! Published in 2018 at "Journal of Constructional Steel Research"
DOI: 10.1016/j.jcsr.2017.11.023
Abstract: Abstract Design codes like EC4 allow the bending resistance of composite beams with partial shear connection (PSC) to be assessed by plastic analysis procedures, based on equilibrium of forces across the composite section (equilibrium method).… read more here.
Keywords: partial shear; shear connection; beams steel; composite beams ... See more keywords
Moment Redistribution in Continuous Externally CFRP Prestressed Beams with Steel and FRP Rebars
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DOI: 10.3390/polym13081181
Abstract: This paper assesses the impact of adopting carbon- or glass-fiber-reinforced polymer (CFRP or GFRP) instead of steel rebars on the redistribution of moments in prestressed concrete beams (PCBs) with external CFRP tendons. A numerical program… read more here.
Keywords: frp rebars; redistribution; beams steel; steel ... See more keywords