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    Behavior of Concrete Beams Prestressed with Hybrid Tendons Using Modified Deformation-Based Approach

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 009::page 04025142-1
    Author:
    Nasreddine, Wassim
    ,
    Nassif, Hani
    ,
    Harajli, Mohamed
    DOI: 10.1061/JSENDH.STENG-14301
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis paper presents results from an analytical and experimental study to investigate the overall flexural behavior of simply supported beams prestressed with hybrid (i.e., a combination of bonded and unbonded) steel/carbon fiber–reinforced polymer ...Practical ApplicationsIn this study, a simplified approach is proposed for assessing the overall flexural behavior of hybrid prestressed concrete (PC) members utilizing a combination of different prestressing systems and/or prestressing materials. The ...
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      Behavior of Concrete Beams Prestressed with Hybrid Tendons Using Modified Deformation-Based Approach

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313309
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    contributor authorNasreddine, Wassim
    contributor authorNassif, Hani
    contributor authorHarajli, Mohamed
    date accessioned2026-08-20T12:16:36Z
    date available2026-08-20T12:16:36Z
    date copyright2025/07/11
    date issued2025
    identifier otherJSENDH.STENG-14301.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313309
    description abstractAbstractThis paper presents results from an analytical and experimental study to investigate the overall flexural behavior of simply supported beams prestressed with hybrid (i.e., a combination of bonded and unbonded) steel/carbon fiber–reinforced polymer ...Practical ApplicationsIn this study, a simplified approach is proposed for assessing the overall flexural behavior of hybrid prestressed concrete (PC) members utilizing a combination of different prestressing systems and/or prestressing materials. The ...
    publisherAmerican Society of Civil Engineers
    titleBehavior of Concrete Beams Prestressed with Hybrid Tendons Using Modified Deformation-Based Approach
    typeJournal Article
    journal volume151
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14301
    journal fristpage04025142-1
    journal lastpage04025142-15
    page15
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 009
    contenttypeFulltext
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