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    Experimental Investigation of GFRP-RC Slender Circular Columns under Axial Loads with Various End Eccentricities

    Source: Journal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 004::page 04026027-1
    Author:
    Khamis, Ahmed M.
    ,
    Selmy, Yasser M.
    ,
    El-Salakawy, Ehab F.
    DOI: 10.1061/JCCOF2.CCENG-5586
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This study investigates the structural performance of full-scale slender circular concrete columns reinforced with glass fiber–reinforced polymer (GFRP) bars and spirals under various eccentric loading scenarios. Seven full-scale specimens with ...
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      Experimental Investigation of GFRP-RC Slender Circular Columns under Axial Loads with Various End Eccentricities

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314585
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    contributor authorKhamis, Ahmed M.
    contributor authorSelmy, Yasser M.
    contributor authorEl-Salakawy, Ehab F.
    date accessioned2026-08-20T21:31:15Z
    date available2026-08-20T21:31:15Z
    date copyright2026/06/03
    date issued2026
    identifier otherJCCOF2.CCENG-5586.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314585
    description abstractAbstract This study investigates the structural performance of full-scale slender circular concrete columns reinforced with glass fiber–reinforced polymer (GFRP) bars and spirals under various eccentric loading scenarios. Seven full-scale specimens with ...
    publisherAmerican Society of Civil Engineers
    titleExperimental Investigation of GFRP-RC Slender Circular Columns under Axial Loads with Various End Eccentricities
    typeJournal Article
    journal volume30
    journal issue4
    journal titleJournal of Composites for Construction
    identifier doi10.1061/JCCOF2.CCENG-5586
    journal fristpage04026027-1
    journal lastpage04026027-17
    page17
    treeJournal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 004
    contenttypeFulltext
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