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    Carbon FRP Strengthening of Doubly Curved Precast PC Shell

    Source: Journal of Composites for Construction:;1997:;Volume ( 001 ):;issue: 004
    Author:
    M. Barboni
    ,
    A. Benedetti
    ,
    A. Nanni
    DOI: 10.1061/(ASCE)1090-0268(1997)1:4(168)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper a recent rehabilitation project completed in Italy using carbon fiber reinforced plastic (CFRP) unidirectional sheets is examined. This technology was selected for the strengthening of a doubly curved, precast, prestressed concrete (PC) shell. The shell was part of the roof of an industrial building and had experienced severe localized damage due to accidental heat radiating from a flue. The selection of the CFRP system involved the screening of different repair procedures with relation to the constraints imposed by the owner: limited disturbance to the industrial process, safety of the occupants, low cost, and durability. In addition, the damaged PC shell was located in the center of the industrial building and did not allow the use of a crane for its replacement. This project demonstrates that the utilization of new materials can provide owners/designers with effective solutions to challenging restoration problems.
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      Carbon FRP Strengthening of Doubly Curved Precast PC Shell

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    http://yetl.yabesh.ir/yetl1/handle/yetl/53984
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    contributor authorM. Barboni
    contributor authorA. Benedetti
    contributor authorA. Nanni
    date accessioned2017-05-08T21:30:15Z
    date available2017-05-08T21:30:15Z
    date copyrightNovember 1997
    date issued1997
    identifier other%28asce%291090-0268%281997%291%3A4%28168%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53984
    description abstractIn this paper a recent rehabilitation project completed in Italy using carbon fiber reinforced plastic (CFRP) unidirectional sheets is examined. This technology was selected for the strengthening of a doubly curved, precast, prestressed concrete (PC) shell. The shell was part of the roof of an industrial building and had experienced severe localized damage due to accidental heat radiating from a flue. The selection of the CFRP system involved the screening of different repair procedures with relation to the constraints imposed by the owner: limited disturbance to the industrial process, safety of the occupants, low cost, and durability. In addition, the damaged PC shell was located in the center of the industrial building and did not allow the use of a crane for its replacement. This project demonstrates that the utilization of new materials can provide owners/designers with effective solutions to challenging restoration problems.
    publisherAmerican Society of Civil Engineers
    titleCarbon FRP Strengthening of Doubly Curved Precast PC Shell
    typeJournal Paper
    journal volume1
    journal issue4
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(1997)1:4(168)
    treeJournal of Composites for Construction:;1997:;Volume ( 001 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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