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    Novel Anchor System for CFRP Rod: Finite-Element and Mathematical Models

    Source: Journal of Composites for Construction:;2007:;Volume ( 011 ):;issue: 005
    Author:
    A. Al-Mayah
    ,
    K. Soudki
    ,
    A. Plumtree
    DOI: 10.1061/(ASCE)1090-0268(2007)11:5(469)
    Publisher: American Society of Civil Engineers
    Abstract: An innovative wedge-anchor system with a longitudinal circular profile has been designed for gripping carbon-fiber-reinforced-polymer rods. The anchor system, consisting of a barrel, a number of wedges, and a sleeve, is capable of carrying the ultimate tensile strength of the rod. Three-dimensional (3D) and axisymmetric finite-element models have been developed and applied in order to determine the stresses inside the anchor system. Using the 3D model, the overall performance of the anchor represented by the tensile load-displacement relationship compared favorably with the experimental results. A comparison study between the 3D and axisymmetric models revealed that the axisymmetric model underestimated the contact pressure on the rod surface. Using the force-fitting principle of thick cylinders, a mathematical model was also developed, and under specific assumptions, the mathematical solution compared favorably with finite-element model results.
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      Novel Anchor System for CFRP Rod: Finite-Element and Mathematical Models

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/54468
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    contributor authorA. Al-Mayah
    contributor authorK. Soudki
    contributor authorA. Plumtree
    date accessioned2017-05-08T21:30:59Z
    date available2017-05-08T21:30:59Z
    date copyrightOctober 2007
    date issued2007
    identifier other%28asce%291090-0268%282007%2911%3A5%28469%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54468
    description abstractAn innovative wedge-anchor system with a longitudinal circular profile has been designed for gripping carbon-fiber-reinforced-polymer rods. The anchor system, consisting of a barrel, a number of wedges, and a sleeve, is capable of carrying the ultimate tensile strength of the rod. Three-dimensional (3D) and axisymmetric finite-element models have been developed and applied in order to determine the stresses inside the anchor system. Using the 3D model, the overall performance of the anchor represented by the tensile load-displacement relationship compared favorably with the experimental results. A comparison study between the 3D and axisymmetric models revealed that the axisymmetric model underestimated the contact pressure on the rod surface. Using the force-fitting principle of thick cylinders, a mathematical model was also developed, and under specific assumptions, the mathematical solution compared favorably with finite-element model results.
    publisherAmerican Society of Civil Engineers
    titleNovel Anchor System for CFRP Rod: Finite-Element and Mathematical Models
    typeJournal Paper
    journal volume11
    journal issue5
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2007)11:5(469)
    treeJournal of Composites for Construction:;2007:;Volume ( 011 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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