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    Assessment of FRP pultruded elements under static and dynamic loads

    Access Status
    Fulltext not available
    Authors
    Noh, J.
    Ghadimi, Behzad
    Russo, S.
    Rosano, M.
    Date
    2017
    Type
    Journal Article
    
    Metadata
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    Citation
    Noh, J. and Ghadimi, B. and Russo, S. and Rosano, M. 2017. Assessment of FRP pultruded elements under static and dynamic loads. Composite Structures.
    Source Title
    Composite Structures
    DOI
    10.1016/j.compstruct.2017.09.107
    ISSN
    0263-8223
    School
    Sustainable Engineering Group
    URI
    http://hdl.handle.net/20.500.11937/57939
    Collection
    • Curtin Research Publications
    Abstract

    © 2017 Elsevier Ltd. The critical buckling load of FRP pultruded columns of different shapes under static and dynamic load are presented. FRP columns with cross sections of sheet pile, square tube, I-section and T-section have been studied and the shape effect on the instability is discussed. The static buckling load calculated from the numerical simulations was then compared with the results from theoretical values and ratios reported for the different cross sections. The comparison shows that the outcomes of the FE analysis were more conservative than the theoretical values some cases. The simulation of dynamic buckling loads showed a considerable sensitivity to the model's boundary conditions. The simulation of the horizontal loading suggested that local buckling tends to occur close to the base of the column. Based on the results, it is suggested that full numerical analysis including dynamic and horizontal loading needs to be conducted for the safe design of thin-wall FRP elements.

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