Experimental and numerical studies on the comparison between stay-in-place- and conventionally-formed reinforced concrete columns under concentric loading
Sign Up to like & getrecommendations! Published in 2020 at "Construction and Building Materials"
DOI: 10.1016/j.conbuildmat.2020.119631
Abstract: Abstract Stay-in-place formwork (SIPF) systems have increasingly been employed in construction technology because of their ease of construction and optimised labour cost. In this paper, the structural performance of concrete columns encased with SIPFs by… read more here.
Keywords: concrete columns; stay place; afs; experimental numerical ... See more keywords
Postfire Performance of GFRP Stay-in-Place Formwork for Concrete Bridge Decks
Sign Up to like & getrecommendations! Published in 2019 at "Journal of Composites for Construction"
DOI: 10.1061/(asce)cc.1943-5614.0000941
Abstract: AbstractThis study focuses on the fire performance of glass fiber–reinforced polymer (GFRP) stay-in-place structural formwork used for the rapid construction of reinforced concrete (RC) bridge deck... read more here.
Keywords: performance; concrete bridge; formwork; gfrp stay ... See more keywords
Experimental Investigation of the Natural Bonding Strength between Stay-In-Place Form and Concrete in FRP-Concrete Decks/Beams
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DOI: 10.3390/app9050913
Abstract: The Fiber Reinforced Polymer (FRP)-concrete hybrid deck/beam is a structural system that combines the durable thin-walled FRP composite profiles and the cost-effective concrete by interfacial shear connections. The interfacial slip can reduce the composite action,… read more here.
Keywords: frp concrete; natural bonding; stage; stay place ... See more keywords