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    Fiber-Reinforced Polymer Composite Members with Adhesive Bonded Sleeve Joints for Space Frame Structures

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 002
    Author:
    Xiao Yang
    ,
    Yu Bai
    ,
    Fu Jia Luo
    ,
    Xiao-Ling Zhao
    ,
    Xu-hui He
    DOI: 10.1061/(ASCE)MT.1943-5533.0001737
    Publisher: American Society of Civil Engineers
    Abstract: Glass-fiber-reinforced polymer (GFRP) composites with innovative sleeve joints are examined for space frame assembly. The sleeve joint connects one end of a steel tubular connector with a circular solid or hollow GFRP composites by adhesive bonding, the other end being flattened to enable easy connection with other members using mechanical bolts. Experiments were conducted to investigate the mechanical performance in tension and compression. In the tensile specimens, pull-out failure occurred between GFRP and adhesive when the bond length was relatively short, and tensile fracture of the steel tubular connector occurred when the bond length was sufficiently long. In the compact compressive specimens, yielding of the flattened steel tube occurred because of the bending moment at the fully fixed support. Global buckling failure was observed for slender compressive members. Load-bearing capacity was analytically estimated for different loading scenarios and compared well with experimental results.
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      Fiber-Reinforced Polymer Composite Members with Adhesive Bonded Sleeve Joints for Space Frame Structures

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4237920
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    contributor authorXiao Yang
    contributor authorYu Bai
    contributor authorFu Jia Luo
    contributor authorXiao-Ling Zhao
    contributor authorXu-hui He
    date accessioned2017-12-16T09:03:05Z
    date available2017-12-16T09:03:05Z
    date issued2017
    identifier other%28ASCE%29MT.1943-5533.0001737.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237920
    description abstractGlass-fiber-reinforced polymer (GFRP) composites with innovative sleeve joints are examined for space frame assembly. The sleeve joint connects one end of a steel tubular connector with a circular solid or hollow GFRP composites by adhesive bonding, the other end being flattened to enable easy connection with other members using mechanical bolts. Experiments were conducted to investigate the mechanical performance in tension and compression. In the tensile specimens, pull-out failure occurred between GFRP and adhesive when the bond length was relatively short, and tensile fracture of the steel tubular connector occurred when the bond length was sufficiently long. In the compact compressive specimens, yielding of the flattened steel tube occurred because of the bending moment at the fully fixed support. Global buckling failure was observed for slender compressive members. Load-bearing capacity was analytically estimated for different loading scenarios and compared well with experimental results.
    publisherAmerican Society of Civil Engineers
    titleFiber-Reinforced Polymer Composite Members with Adhesive Bonded Sleeve Joints for Space Frame Structures
    typeJournal Paper
    journal volume29
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001737
    treeJournal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 002
    contenttypeFulltext
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