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dc.contributor.authorEl Meski, Fatima
dc.date.accessioned2026-08-20T21:29:45Z
dc.date.available2026-08-20T21:29:45Z
dc.date.copyright2025/10/30
dc.date.issued2026
dc.identifier.otherJCCOF2.CCENG-5259.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314551
dc.description.abstractAbstract Existing codes and design guidelines do not provide a procedure to compute the immediate deflection of unbonded posttensioned members strengthened with fiber-reinforced polymer (FRP) composites. The existing procedures are only applicable to ... Practical Applications In this study, the two equations of the effective moment of inertia (Ie), recommended in the American code of practice to predict the immediate deflection of bonded unstrengthened reinforced concrete (RC) and prestressed concrete (...
dc.publisherAmerican Society of Civil Engineers
dc.titlePrediction of Immediate Deflection and Flexural Capacity of Unbonded Posttensioned Concrete Members Strengthened with External FRP Composites
dc.typeJournal Article
dc.journal.volume30
dc.journal.issue1
dc.journal.titleJournal of Composites for Construction
dc.identifier.doi10.1061/JCCOF2.CCENG-5259
dc.journal.fristpage04025052-1
dc.journal.lastpage04025052-19
dc.page19
dc.treeJournal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 001
dc.contenttypeFulltext


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