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Mechanical Behavior of Slender CFST Columns with Debonding under Axial and Eccentric Compression

dc.contributor.authorXue, Junqing
dc.contributor.authorAloisio, Angelo
dc.contributor.authorZhang, Yifei
dc.contributor.authorContento, Alessandro
dc.contributor.authorBriseghella, Bruno
dc.date.accessioned2026-08-20T12:28:16Z
dc.date.available2026-08-20T12:28:16Z
dc.date.copyright2025/11/24
dc.date.issued2026
dc.identifier.otherJSENDH.STENG-15497.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313505
dc.description.abstractAbstractDebonding between the steel tube and concrete core is a critical defect in concrete-filled steel tube (CFST) columns, especially in slender members where accidental load eccentricities are likely to occur. Although both debonding and eccentricity ...
dc.publisherAmerican Society of Civil Engineers
dc.titleMechanical Behavior of Slender CFST Columns with Debonding under Axial and Eccentric Compression
dc.typeJournal Article
dc.journal.volume152
dc.journal.issue2
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-15497
dc.journal.fristpage04025259-1
dc.journal.lastpage04025259-17
dc.page17
dc.treeJournal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 002
dc.contenttypeFulltext


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