Behaviour of pultruded beam-to-column joints using steel web cleats

Response of pultruded Fibre Reinforced Polymer (FRP) beam-to-column joints with steel bolted web cleats is studied through physical testing. Two joint configurations are considered with either three or two bolts per cleat leg, as per drawings in a pultruder's Design Manual. Moment–rotation curv...

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Veröffentlicht in:	Thin-walled structures 2013-12, Vol.73, p.48-56
Hauptverfasser:	Qureshi, Jawed, Mottram, J. Toby
Format:	Artikel
Sprache:	eng
Schlagworte:	Bolted connections Bolts Columns (structural) Damage Damage onset Deflection Failure modes Fiber reinforced plastics Flanges Manuals Moment–rotation response Pultruded joints Steel web cleats Structural steels
Online-Zugang:	Volltext
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