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    Implications of Design Standard Requirements and Assumptions for Local Buckling Capacity Calculation of Pultruded GFRP Members

    Source: Journal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 004::page 04026023-1
    Author:
    Harries, Kent A.
    DOI: 10.1061/JCCOF2.CCENG-5553
    Publisher: American Society of Civil Engineers
    Abstract: Abstract First-generation structural design standards for pultruded glass fiber–reinforced polymer (GFRP) materials are now available in North America and Europe. The orthotropic nature of pultruded GFRP (pGFRP) makes it susceptible to local buckling, ...
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      Implications of Design Standard Requirements and Assumptions for Local Buckling Capacity Calculation of Pultruded GFRP Members

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314584
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    contributor authorHarries, Kent A.
    date accessioned2026-08-20T21:31:10Z
    date available2026-08-20T21:31:10Z
    date copyright2026/05/08
    date issued2026
    identifier otherJCCOF2.CCENG-5553.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314584
    description abstractAbstract First-generation structural design standards for pultruded glass fiber–reinforced polymer (GFRP) materials are now available in North America and Europe. The orthotropic nature of pultruded GFRP (pGFRP) makes it susceptible to local buckling, ...
    publisherAmerican Society of Civil Engineers
    titleImplications of Design Standard Requirements and Assumptions for Local Buckling Capacity Calculation of Pultruded GFRP Members
    typeJournal Article
    journal volume30
    journal issue4
    journal titleJournal of Composites for Construction
    identifier doi10.1061/JCCOF2.CCENG-5553
    journal fristpage04026023-1
    journal lastpage04026023-19
    page19
    treeJournal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 004
    contenttypeFulltext
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