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    Seismic Behavior of High-Strength Concrete Columns Confined by Fiber-Reinforced Polymer Tubes

    Source: Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 006
    Author:
    Togay Ozbakkaloglu
    ,
    Murat Saatcioglu
    DOI: 10.1061/(ASCE)1090-0268(2006)10:6(538)
    Publisher: American Society of Civil Engineers
    Abstract: The use of high-strength concrete (HSC) in seismically active regions poses a major concern because of the brittle nature of material. The confinement requirements for HSC columns may be prohibitively stringent when ordinary grade transverse steel reinforcement is used. An alternative to conventional confinement reinforcement is the use of fiber-reinforced polymer (FRP) tubes in the form of stay-in-place formwork which can fulfill multiple functions of: (1) formwork; (2) confinement reinforcement; and (3) protective shell against corrosion, weathering and chemical attacks. The use of stay-in-place FRP formwork is investigated as concrete confinement reinforcement for HSC and normal strength concrete (NSC) columns with circular cross sections. Large-scale specimens with
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      Seismic Behavior of High-Strength Concrete Columns Confined by Fiber-Reinforced Polymer Tubes

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/54411
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    contributor authorTogay Ozbakkaloglu
    contributor authorMurat Saatcioglu
    date accessioned2017-05-08T21:30:55Z
    date available2017-05-08T21:30:55Z
    date copyrightDecember 2006
    date issued2006
    identifier other%28asce%291090-0268%282006%2910%3A6%28538%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54411
    description abstractThe use of high-strength concrete (HSC) in seismically active regions poses a major concern because of the brittle nature of material. The confinement requirements for HSC columns may be prohibitively stringent when ordinary grade transverse steel reinforcement is used. An alternative to conventional confinement reinforcement is the use of fiber-reinforced polymer (FRP) tubes in the form of stay-in-place formwork which can fulfill multiple functions of: (1) formwork; (2) confinement reinforcement; and (3) protective shell against corrosion, weathering and chemical attacks. The use of stay-in-place FRP formwork is investigated as concrete confinement reinforcement for HSC and normal strength concrete (NSC) columns with circular cross sections. Large-scale specimens with
    publisherAmerican Society of Civil Engineers
    titleSeismic Behavior of High-Strength Concrete Columns Confined by Fiber-Reinforced Polymer Tubes
    typeJournal Paper
    journal volume10
    journal issue6
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2006)10:6(538)
    treeJournal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 006
    contenttypeFulltext
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