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    Moisture Effects on Elastic and Viscoelastic Properties of CFRP Rebars and Vinylester Binder

    Source: Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 005
    Author:
    M. A. Aiello
    ,
    M. Leone
    ,
    A. N. Aniskevich
    ,
    O. A. Starkova
    DOI: 10.1061/(ASCE)0899-1561(2006)18:5(686)
    Publisher: American Society of Civil Engineers
    Abstract: The objective of the research was the evaluation of moisture effect on deformability of vinylester binder carbon-fiber- reinforced plastic (CFRP) rebars. Moisture sorption was investigated at different humid conditions. Maximal moisture content of the binder was about 1.86% by weight and for rebars 0.5%. For the CFRP rebars it was estimated that the degree of anisotropy of diffusion coefficient tensor is approximately 40. The elastic moduli of the materials were determined in stress–strain tests and compared with dynamic elastic and shear moduli. The moduli dropped about 10% for maximally moistened materials. The long-term deformability of the composite rebars and binder were examined in tensile creep tests. The principle of moisture–time equivalence was used for creep description of moistened specimen. Creep strain for the wet resin is approximately 5 times larger then for the dry one. Creep forecast was made for a period about
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      Moisture Effects on Elastic and Viscoelastic Properties of CFRP Rebars and Vinylester Binder

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/46182
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    • Journal of Materials in Civil Engineering

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    contributor authorM. A. Aiello
    contributor authorM. Leone
    contributor authorA. N. Aniskevich
    contributor authorO. A. Starkova
    date accessioned2017-05-08T21:18:06Z
    date available2017-05-08T21:18:06Z
    date copyrightOctober 2006
    date issued2006
    identifier other%28asce%290899-1561%282006%2918%3A5%28686%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46182
    description abstractThe objective of the research was the evaluation of moisture effect on deformability of vinylester binder carbon-fiber- reinforced plastic (CFRP) rebars. Moisture sorption was investigated at different humid conditions. Maximal moisture content of the binder was about 1.86% by weight and for rebars 0.5%. For the CFRP rebars it was estimated that the degree of anisotropy of diffusion coefficient tensor is approximately 40. The elastic moduli of the materials were determined in stress–strain tests and compared with dynamic elastic and shear moduli. The moduli dropped about 10% for maximally moistened materials. The long-term deformability of the composite rebars and binder were examined in tensile creep tests. The principle of moisture–time equivalence was used for creep description of moistened specimen. Creep strain for the wet resin is approximately 5 times larger then for the dry one. Creep forecast was made for a period about
    publisherAmerican Society of Civil Engineers
    titleMoisture Effects on Elastic and Viscoelastic Properties of CFRP Rebars and Vinylester Binder
    typeJournal Paper
    journal volume18
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2006)18:5(686)
    treeJournal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 005
    contenttypeFulltext
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