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    Flexural and Shear Rigidity of Composite Sheet Piles

    Source: Journal of Composites for Construction:;2003:;Volume ( 007 ):;issue: 004
    Author:
    Cynthia Giroux
    ,
    Yixin Shao
    DOI: 10.1061/(ASCE)1090-0268(2003)7:4(348)
    Publisher: American Society of Civil Engineers
    Abstract: The flexural and shear rigidity of pultruded composite sheet pile panels consisting of E-glass fiber-reinforced polyester are studied in this paper. The analysis consists of an experimental investigation and an analytical modeling to determine the resistance of the sheet pile panels to the deflections for design of composite sheet pile walls. Timoshenko’s beam theory was used to experimentally determine the flexural rigidity
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      Flexural and Shear Rigidity of Composite Sheet Piles

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    http://yetl.yabesh.ir/yetl1/handle/yetl/54204
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    contributor authorCynthia Giroux
    contributor authorYixin Shao
    date accessioned2017-05-08T21:30:35Z
    date available2017-05-08T21:30:35Z
    date copyrightNovember 2003
    date issued2003
    identifier other%28asce%291090-0268%282003%297%3A4%28348%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54204
    description abstractThe flexural and shear rigidity of pultruded composite sheet pile panels consisting of E-glass fiber-reinforced polyester are studied in this paper. The analysis consists of an experimental investigation and an analytical modeling to determine the resistance of the sheet pile panels to the deflections for design of composite sheet pile walls. Timoshenko’s beam theory was used to experimentally determine the flexural rigidity
    publisherAmerican Society of Civil Engineers
    titleFlexural and Shear Rigidity of Composite Sheet Piles
    typeJournal Paper
    journal volume7
    journal issue4
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2003)7:4(348)
    treeJournal of Composites for Construction:;2003:;Volume ( 007 ):;issue: 004
    contenttypeFulltext
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