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    Deflection of concrete structures reinforced with FRP bars.

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    Publication date
    2013-01
    Author
    Kara, Ilker F.
    Ashour, Ashraf cc
    Dundar, C.
    Keyword
    Concrete; FRP reinforcement; Fiber reinforced polymer (FRP) bars; Deflection; Concrete beams; Analytical modeling
    Rights
    © 2013 Elsevier. Reproduced in accordance with the publisher's self-archiving policy.
    Peer-Reviewed
    yes
    
    Metadata
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    Abstract
    This paper presents an analytical procedure based on the stiffness matrix method for deflection prediction of concrete structures reinforced with fiber reinforced polymer (FRP) bars. The variation of flexural stiffness of cracked FRP reinforced concrete members has been evaluated using various available models for the effective moment of inertia. A reduced shear stiffness model was also employed to account for the variation of shear stiffness in cracked regions. Comparisons between results obtained from the proposed analytical procedure and experiments of simply and continuously supported FRP reinforced concrete beams show good agreement. Bottom FRP reinforcement at midspan section has a significant effect on the reduction of FRP reinforced concrete beam deflections. The shear deformation effect was found to be more influential in continuous FRP reinforced concrete beams than simply supported beams. The proposed analytical procedure forms the basis for the analysis of concrete frames reinforced with FRP concrete members.
    URI
    http://hdl.handle.net/10454/7630
    Version
    Accepted Manuscript
    Citation
    Kara IF, Ashour AF and Dundar C (2013) Deflection of concrete structures reinforced with FRP bars. Composites Part B: Engineering, 44 (1): 375-384.
    Link to publisher’s version
    http://dx.doi.org/10.1016/j.compositesb.2012.04.061
    Type
    Article
    Collections
    Engineering and Digital Technology Publications

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