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dc.contributor.authorZachary Hutcheson
dc.contributor.authorAmir Fam
dc.date.accessioned2024-12-24T10:18:57Z
dc.date.available2024-12-24T10:18:57Z
dc.date.copyright8/1/2024 12:00:00 AM
dc.date.issued2024
dc.identifier.otherJCCOF2.CCENG-4444.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298691
dc.description.abstractFiber-reinforced polymer (FRP) wraps of reinforced concrete columns might be vulnerable to accidental damage or vandalism. This study aims to develop a simple empirical tool that is based on experimental results to aid in the condition assessment and establish the reduced axial strength ratio (P/Po) of short columns that are loaded at small eccentricities. A total of 47 cylinders, 152 mm in diameter (D), were wrapped with carbon–FRP sheets of 1–3 layers [i.e., producing confinement effectiveness
dc.publisherAmerican Society of Civil Engineers
dc.titleCondition Assessment Tool for Reduced Strength of Eccentrically Loaded Columns with Damaged FRP Wraps
dc.typeJournal Article
dc.journal.volume28
dc.journal.issue4
dc.journal.titleJournal of Composites for Construction
dc.identifier.doi10.1061/JCCOF2.CCENG-4444
dc.journal.fristpage04024020-1
dc.journal.lastpage04024020-14
dc.page14
dc.treeJournal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 004
dc.contenttypeFulltext


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