{"id":"W1993013603","doi":"10.1061/(asce)cc.1943-5614.0000288","title":"Flexural Performance and Moment Connection of Concrete-Filled GFRP Tube–Encased Steel I-Sections","year":2012,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":true,"ca_institutions":"Queen's University","funders":"","keywords":"Materials science; Flexural strength; Fibre-reinforced plastic; Composite material; Ductility (Earth science); Stiffness; Structural engineering; Glass fiber; Tube (container); Tension (geology); Beam (structure); Welding; Hinge; Ultimate tensile strength; Creep","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":{"n_in":0,"stratum":"aff_core","weight":5595.2375,"opus":{"tier":"OUT","genre":"empirical","about_ca":false,"confidence":"high","reason":"Structural testing of concrete-filled FRP tube sections; civil engineering."},"gpt":{"tier":"OUT","genre":"empirical","about_ca":false,"confidence":"high","reason":"The study tests the structural performance of concrete-filled composite members."},"grok":{"tier":"OUT","genre":"empirical","about_ca":false,"confidence":"high","reason":"Structural engineering tests of composite beam systems; domain construction research."}}}