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    Innovative UHP-FRCM Systems for Enhanced Flexural Behavior of RC Beams: Addressing Fabric Slippage and Introducing a New Tension Stiffening Model

    Source: Journal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 002::page 04026003-1
    Author:
    Abutahnat, Yazan
    ,
    El Refai, Ahmed
    ,
    Sorelli, Luca
    DOI: 10.1061/JCCOF2.CCENG-5382
    Publisher: American Society of Civil Engineers
    Abstract: Abstract A key limitation of commercial fabric-reinforced cementitious matrix (FRCM) systems is the tendency for the fabric mesh to slip within the cementitious matrix, which restricts the fabric’s contribution to the overall capacity of the strengthened ...
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      Innovative UHP-FRCM Systems for Enhanced Flexural Behavior of RC Beams: Addressing Fabric Slippage and Introducing a New Tension Stiffening Model

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314571
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    contributor authorAbutahnat, Yazan
    contributor authorEl Refai, Ahmed
    contributor authorSorelli, Luca
    date accessioned2026-08-20T21:30:32Z
    date available2026-08-20T21:30:32Z
    date copyright2026/01/09
    date issued2026
    identifier otherJCCOF2.CCENG-5382.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314571
    description abstractAbstract A key limitation of commercial fabric-reinforced cementitious matrix (FRCM) systems is the tendency for the fabric mesh to slip within the cementitious matrix, which restricts the fabric’s contribution to the overall capacity of the strengthened ...
    publisherAmerican Society of Civil Engineers
    titleInnovative UHP-FRCM Systems for Enhanced Flexural Behavior of RC Beams: Addressing Fabric Slippage and Introducing a New Tension Stiffening Model
    typeJournal Article
    journal volume30
    journal issue2
    journal titleJournal of Composites for Construction
    identifier doi10.1061/JCCOF2.CCENG-5382
    journal fristpage04026003-1
    journal lastpage04026003-18
    page18
    treeJournal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 002
    contenttypeFulltext
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