A numerical model for considering the bond-slip effect in axially loaded circular concrete-filled tube columns

Cited 7 time in webofscience Cited 0 time in scopus
  • Hit : 788
  • Download : 0
DC FieldValueLanguage
dc.contributor.authorHwang, Ju-Youngko
dc.contributor.authorKwak, Hyo-Gyoungko
dc.contributor.authorKown, Yangsuko
dc.date.accessioned2018-09-18T06:36:47Z-
dc.date.available2018-09-18T06:36:47Z-
dc.date.created2018-02-19-
dc.date.created2018-02-19-
dc.date.issued2018-09-
dc.identifier.citationADVANCES IN STRUCTURAL ENGINEERING, v.21, no.12, pp.1923 - 1935-
dc.identifier.issn1369-4332-
dc.identifier.urihttp://hdl.handle.net/10203/245659-
dc.description.abstractThis article introduces a numerical model that simulates the bond-slip behaviour in axially loaded circular concrete-filled tube columns without applying double nodes required in the use of the classical bond-link element. After calculating the nodal displacements of infilled concrete, the deformation in the steel tube at each node has been found through the back-substitution technique from the first to the final steel element using a governing equation constructed on the basis of the force equilibrium and displacement compatibility at each node. Finally, correlation studies between analytical and experimental results are conducted to verify the efficiency and applicability of the introduced model.-
dc.languageEnglish-
dc.publisherSAGE PUBLICATIONS INC-
dc.subjectFINITE-ELEMENT-ANALYSIS-
dc.subjectPLASTIC-DAMAGE MODEL-
dc.subjectSTEEL COLUMNS-
dc.subjectCFT COLUMNS-
dc.subjectBEHAVIOR-
dc.subjectMOMENT-
dc.subjectMEMBERS-
dc.subjectFORCE-
dc.titleA numerical model for considering the bond-slip effect in axially loaded circular concrete-filled tube columns-
dc.typeArticle-
dc.identifier.wosid000442752000012-
dc.identifier.scopusid2-s2.0-85042939498-
dc.type.rimsART-
dc.citation.volume21-
dc.citation.issue12-
dc.citation.beginningpage1923-
dc.citation.endingpage1935-
dc.citation.publicationnameADVANCES IN STRUCTURAL ENGINEERING-
dc.identifier.doi10.1177/1369433218759779-
dc.contributor.localauthorKwak, Hyo-Gyoung-
dc.contributor.nonIdAuthorKown, Yangsu-
dc.description.isOpenAccessN-
dc.type.journalArticleArticle-
dc.subject.keywordAuthorbond stress-
dc.subject.keywordAuthorbond-slip-
dc.subject.keywordAuthorconcrete-filled tube columns-
dc.subject.keywordAuthorcomposite structure-
dc.subject.keywordAuthorfinite element method-
dc.subject.keywordAuthorultimate load-
dc.subject.keywordPlusFINITE-ELEMENT-ANALYSIS-
dc.subject.keywordPlusPLASTIC-DAMAGE MODEL-
dc.subject.keywordPlusSTEEL COLUMNS-
dc.subject.keywordPlusCFT COLUMNS-
dc.subject.keywordPlusBEHAVIOR-
dc.subject.keywordPlusMOMENT-
dc.subject.keywordPlusMEMBERS-
dc.subject.keywordPlusFORCE-
Appears in Collection
CE-Journal Papers(저널논문)
Files in This Item
There are no files associated with this item.
This item is cited by other documents in WoS
⊙ Detail Information in WoSⓡ Click to see webofscience_button
⊙ Cited 7 items in WoS Click to see citing articles in records_button

qr_code

  • mendeley

    citeulike


rss_1.0 rss_2.0 atom_1.0