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    Contribution to Shear Wrinkling of GFRP Webs in Cell-Core Sandwiches

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 005
    Author:
    Behzad D. Manshadi
    ,
    Anastasios P. Vassilopoulos
    ,
    Julia de Castro
    ,
    Thomas Keller
    DOI: 10.1061/(ASCE)CC.1943-5614.0000212
    Publisher: American Society of Civil Engineers
    Abstract: Glass-fiber-reinforced polymer (GFRP) cell-core sandwiches are composed of outer GFRP face sheets, a foam core, and a grid of GFRP webs integrated into the core to reinforce the shear load capacity. One of the critical failure modes of cell-core sandwich structures is shear wrinkling, a local buckling failure in the sandwich webs because of shear loading. The shear wrinkling behavior of GFRP laminates with different laminate sequences, stabilized by a polyurethane foam core, was experimentally and numerically investigated. Shear wrinkling was simulated by a biaxial compression–tension setup. The results show that an increasing transverse tension load significantly decreases the wrinkling load. The decreasing effect of tension is explained by the lateral contraction because of Poisson’s effect, which causes an increase in the initial imperfections and subsequent accelerated bending.
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      Contribution to Shear Wrinkling of GFRP Webs in Cell-Core Sandwiches

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    http://yetl.yabesh.ir/yetl1/handle/yetl/57338
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    contributor authorBehzad D. Manshadi
    contributor authorAnastasios P. Vassilopoulos
    contributor authorJulia de Castro
    contributor authorThomas Keller
    date accessioned2017-05-08T21:36:23Z
    date available2017-05-08T21:36:23Z
    date copyrightOctober 2011
    date issued2011
    identifier other%28asce%29cc%2E1943-5614%2E0000215.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57338
    description abstractGlass-fiber-reinforced polymer (GFRP) cell-core sandwiches are composed of outer GFRP face sheets, a foam core, and a grid of GFRP webs integrated into the core to reinforce the shear load capacity. One of the critical failure modes of cell-core sandwich structures is shear wrinkling, a local buckling failure in the sandwich webs because of shear loading. The shear wrinkling behavior of GFRP laminates with different laminate sequences, stabilized by a polyurethane foam core, was experimentally and numerically investigated. Shear wrinkling was simulated by a biaxial compression–tension setup. The results show that an increasing transverse tension load significantly decreases the wrinkling load. The decreasing effect of tension is explained by the lateral contraction because of Poisson’s effect, which causes an increase in the initial imperfections and subsequent accelerated bending.
    publisherAmerican Society of Civil Engineers
    titleContribution to Shear Wrinkling of GFRP Webs in Cell-Core Sandwiches
    typeJournal Paper
    journal volume15
    journal issue5
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000212
    treeJournal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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