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    Innovative CFRP-Prestressing System for Strengthening Metallic Structures

    Source: Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 006
    Author:
    Elyas Ghafoori
    ,
    Masoud Motavalli
    DOI: 10.1061/(ASCE)CC.1943-5614.0000559
    Publisher: American Society of Civil Engineers
    Abstract: An innovative retrofit system to prestress carbon fiber reinforced polymer (CFRP) plates and attach them to existing metallic beams was developed (patent number CH 706 630 B1) and tested. The system does not require any glue between the CFRP plates and the beams; therefore, surface preparation is not necessary, which reduces the time and cost of retrofitting. The proposed prestressed unbonded reinforcement (PUR) system includes a pair of mechanical clamps that function based on friction. Each clamp can simultaneously hold and attach three CFRP plates to the beam. The design considerations of the clamps, which are the most important elements of the PUR system, were explained. The system has a trapezoidal configuration that offers an easy on-site installation and uninstallation procedures without residual damage on the metallic beam. Three 5-m-long steel beams were statically tested until failure, including one reference unstrengthened beam and two beams that were strengthened with 15% and 31% CFRP prestress levels. A considerable increase in the yielding and ultimate load capacities of the retrofitted beams was achieved. The ultimate load-carrying capacity of the strengthened beams with 15% and 31% CFRP prestress levels increased by more than 23% and 31%, respectively, compared to that of the reference specimen. A finite-element (FE) model was created to simulate the behavior of the retrofitted beams. Next, the FE results were compared with those from the experiments.
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      Innovative CFRP-Prestressing System for Strengthening Metallic Structures

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    contributor authorElyas Ghafoori
    contributor authorMasoud Motavalli
    date accessioned2017-05-08T22:11:15Z
    date available2017-05-08T22:11:15Z
    date copyrightDecember 2015
    date issued2015
    identifier other37864594.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/73085
    description abstractAn innovative retrofit system to prestress carbon fiber reinforced polymer (CFRP) plates and attach them to existing metallic beams was developed (patent number CH 706 630 B1) and tested. The system does not require any glue between the CFRP plates and the beams; therefore, surface preparation is not necessary, which reduces the time and cost of retrofitting. The proposed prestressed unbonded reinforcement (PUR) system includes a pair of mechanical clamps that function based on friction. Each clamp can simultaneously hold and attach three CFRP plates to the beam. The design considerations of the clamps, which are the most important elements of the PUR system, were explained. The system has a trapezoidal configuration that offers an easy on-site installation and uninstallation procedures without residual damage on the metallic beam. Three 5-m-long steel beams were statically tested until failure, including one reference unstrengthened beam and two beams that were strengthened with 15% and 31% CFRP prestress levels. A considerable increase in the yielding and ultimate load capacities of the retrofitted beams was achieved. The ultimate load-carrying capacity of the strengthened beams with 15% and 31% CFRP prestress levels increased by more than 23% and 31%, respectively, compared to that of the reference specimen. A finite-element (FE) model was created to simulate the behavior of the retrofitted beams. Next, the FE results were compared with those from the experiments.
    publisherAmerican Society of Civil Engineers
    titleInnovative CFRP-Prestressing System for Strengthening Metallic Structures
    typeJournal Paper
    journal volume19
    journal issue6
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000559
    treeJournal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 006
    contenttypeFulltext
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