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    Prediction of Immediate Deflection and Flexural Capacity of Unbonded Posttensioned Concrete Members Strengthened with External FRP Composites

    Source: Journal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 001::page 04025052-1
    Author:
    El Meski, Fatima
    DOI: 10.1061/JCCOF2.CCENG-5259
    Publisher: American Society of Civil Engineers
    Abstract: Abstract 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 (...
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      Prediction of Immediate Deflection and Flexural Capacity of Unbonded Posttensioned Concrete Members Strengthened with External FRP Composites

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314551
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    contributor authorEl Meski, Fatima
    date accessioned2026-08-20T21:29:45Z
    date available2026-08-20T21:29:45Z
    date copyright2025/10/30
    date issued2026
    identifier otherJCCOF2.CCENG-5259.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314551
    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 (...
    publisherAmerican Society of Civil Engineers
    titlePrediction of Immediate Deflection and Flexural Capacity of Unbonded Posttensioned Concrete Members Strengthened with External FRP Composites
    typeJournal Article
    journal volume30
    journal issue1
    journal titleJournal of Composites for Construction
    identifier doi10.1061/JCCOF2.CCENG-5259
    journal fristpage04025052-1
    journal lastpage04025052-19
    page19
    treeJournal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 001
    contenttypeFulltext
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