Matches in SemOpenAlex for { <https://semopenalex.org/work/W2803527610> ?p ?o ?g. }
Showing items 1 to 95 of
95
with 100 items per page.
- W2803527610 endingPage "31" @default.
- W2803527610 startingPage "12" @default.
- W2803527610 abstract "The behaviour of square concrete filled stainless steel tubular (CFSST) stub columns after exposure to elevated temperatures under axial compression is presented in this paper. A total of sixty-nine specimens were tested, including forty-eight square CFSST stub columns at elevated temperatures cooled in air, nine square CFSST stub columns at elevated temperatures cooled in water and twelve square CFSST stub columns left untreated at ambient temperature. A total of twelve square CFSST stub columns were carried out load-strain tests. The main parameters explored in the test include thickness (1.0 mm, 1.2 mm, 1.5 mm, 2.0 mm), concrete strength (C20, C30, C40), temperatures ranging from 400 °C to 1000 °C and cooling methods. This paper presents the failure modes, ultimate load-bearing capacity, load-strain curves, load versus displacement curves, initial compressive stiffness at the elastic stage and ductility of the specimens. It was found that high temperature had the greatest influence on the ultimate load-bearing capacity of the columns, and the cooling methods also had some effect on it. As the elevated temperature to which the specimens were subjected increased, the percentage of the ultimate load-bearing capacity decrease had an obvious increase and the ductility of the specimens was enhanced. The initial compressive stiffness decreased evidently as the temperature increased to 800 °C. A new failure mode was identified without visible corner crack in the specimens after exposure to elevated temperatures compared with the specimens at ambient temperature. The ultimate load-bearing capacity increased and the axial deformation versus load curves had a longer elastic stage as the concrete strength increased." @default.
- W2803527610 created "2018-06-01" @default.
- W2803527610 creator A5051135317 @default.
- W2803527610 creator A5052676364 @default.
- W2803527610 creator A5067136550 @default.
- W2803527610 creator A5084985812 @default.
- W2803527610 date "2018-09-01" @default.
- W2803527610 modified "2023-10-16" @default.
- W2803527610 title "Experimental investigation of square concrete filled stainless steel tubular stub columns after exposure to elevated temperatures" @default.
- W2803527610 cites W1997565884 @default.
- W2803527610 cites W2011926406 @default.
- W2803527610 cites W2029227934 @default.
- W2803527610 cites W2032387469 @default.
- W2803527610 cites W2045168980 @default.
- W2803527610 cites W2055817079 @default.
- W2803527610 cites W2063569781 @default.
- W2803527610 cites W2065181206 @default.
- W2803527610 cites W2087856652 @default.
- W2803527610 cites W2100245993 @default.
- W2803527610 cites W2184212684 @default.
- W2803527610 cites W2543640991 @default.
- W2803527610 cites W2598305694 @default.
- W2803527610 cites W2602457382 @default.
- W2803527610 cites W2607046367 @default.
- W2803527610 cites W2609951486 @default.
- W2803527610 cites W2610861562 @default.
- W2803527610 cites W2614283082 @default.
- W2803527610 cites W2622768581 @default.
- W2803527610 cites W596085546 @default.
- W2803527610 doi "https://doi.org/10.1016/j.tws.2018.05.007" @default.
- W2803527610 hasPublicationYear "2018" @default.
- W2803527610 type Work @default.
- W2803527610 sameAs 2803527610 @default.
- W2803527610 citedByCount "15" @default.
- W2803527610 countsByYear W28035276102019 @default.
- W2803527610 countsByYear W28035276102020 @default.
- W2803527610 countsByYear W28035276102021 @default.
- W2803527610 countsByYear W28035276102022 @default.
- W2803527610 countsByYear W28035276102023 @default.
- W2803527610 crossrefType "journal-article" @default.
- W2803527610 hasAuthorship W2803527610A5051135317 @default.
- W2803527610 hasAuthorship W2803527610A5052676364 @default.
- W2803527610 hasAuthorship W2803527610A5067136550 @default.
- W2803527610 hasAuthorship W2803527610A5084985812 @default.
- W2803527610 hasConcept C112950240 @default.
- W2803527610 hasConcept C116915560 @default.
- W2803527610 hasConcept C127413603 @default.
- W2803527610 hasConcept C135628077 @default.
- W2803527610 hasConcept C135677250 @default.
- W2803527610 hasConcept C149912024 @default.
- W2803527610 hasConcept C159985019 @default.
- W2803527610 hasConcept C192562407 @default.
- W2803527610 hasConcept C203373105 @default.
- W2803527610 hasConcept C2776512210 @default.
- W2803527610 hasConcept C2779372316 @default.
- W2803527610 hasConcept C2986689482 @default.
- W2803527610 hasConcept C2993075670 @default.
- W2803527610 hasConcept C63676506 @default.
- W2803527610 hasConcept C66938386 @default.
- W2803527610 hasConceptScore W2803527610C112950240 @default.
- W2803527610 hasConceptScore W2803527610C116915560 @default.
- W2803527610 hasConceptScore W2803527610C127413603 @default.
- W2803527610 hasConceptScore W2803527610C135628077 @default.
- W2803527610 hasConceptScore W2803527610C135677250 @default.
- W2803527610 hasConceptScore W2803527610C149912024 @default.
- W2803527610 hasConceptScore W2803527610C159985019 @default.
- W2803527610 hasConceptScore W2803527610C192562407 @default.
- W2803527610 hasConceptScore W2803527610C203373105 @default.
- W2803527610 hasConceptScore W2803527610C2776512210 @default.
- W2803527610 hasConceptScore W2803527610C2779372316 @default.
- W2803527610 hasConceptScore W2803527610C2986689482 @default.
- W2803527610 hasConceptScore W2803527610C2993075670 @default.
- W2803527610 hasConceptScore W2803527610C63676506 @default.
- W2803527610 hasConceptScore W2803527610C66938386 @default.
- W2803527610 hasFunder F4320321001 @default.
- W2803527610 hasLocation W28035276101 @default.
- W2803527610 hasOpenAccess W2803527610 @default.
- W2803527610 hasPrimaryLocation W28035276101 @default.
- W2803527610 hasRelatedWork W2035795007 @default.
- W2803527610 hasRelatedWork W2053523755 @default.
- W2803527610 hasRelatedWork W2092187497 @default.
- W2803527610 hasRelatedWork W2125451420 @default.
- W2803527610 hasRelatedWork W2383132207 @default.
- W2803527610 hasRelatedWork W2803527610 @default.
- W2803527610 hasRelatedWork W2917429993 @default.
- W2803527610 hasRelatedWork W3005718874 @default.
- W2803527610 hasRelatedWork W3129154854 @default.
- W2803527610 hasRelatedWork W4378878777 @default.
- W2803527610 hasVolume "130" @default.
- W2803527610 isParatext "false" @default.
- W2803527610 isRetracted "false" @default.
- W2803527610 magId "2803527610" @default.
- W2803527610 workType "article" @default.