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    Shear resistance in stainless steel plate girders with transverse and longitudinal stiffening

    New search for: Estrada, Imma
    New search for: Real, Esther
    New search for: Mirambell, Enrique

    AbstractThis paper summarizes and presents main results of the investigation conducted in the Department of Construction Engineering of the UPC dealing with shear behaviour of stainless steel plate girders. Initial shear buckling stress together with ultimate shear capacity of these structural elements have been evaluated with special attention paid to the effect of including stiffeners, both transverse and longitudinal. The studies conducted, both numerical and experimental tests, have permitted the development of new and simple design expressions to determine more accurately the initial shear buckling stress in stainless steel web panels and the ultimate capacity of plate girders considering the presence of a rigid or non-rigid end post.

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    Shear resistance in stainless steel plate girders with transverse and longitudinal stiffening

    New search for: Estrada, Imma
    New search for: Real, Esther
    New search for: Mirambell, Enrique

    AbstractThis paper summarizes and presents main results of the investigation conducted in the Department of Construction Engineering of the UPC dealing with shear behaviour of stainless steel plate girders. Initial shear buckling stress together with ultimate shear capacity of these structural elements have been evaluated with special attention paid to the effect of including stiffeners, both transverse and longitudinal. The studies conducted, both numerical and experimental tests, have permitted the development of new and simple design expressions to determine more accurately the initial shear buckling stress in stainless steel web panels and the ultimate capacity of plate girders considering the presence of a rigid or non-rigid end post.

    Access

    Check access
    Check availability in my library
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    Shear resistance in stainless steel plate girders with transverse and longitudinal stiffening

    New search for: Estrada, Imma
    New search for: Real, Esther
    New search for: Mirambell, Enrique

    AbstractThis paper summarizes and presents main results of the investigation conducted in the Department of Construction Engineering of the UPC dealing with shear behaviour of stainless steel plate girders. Initial shear buckling stress together with ultimate shear capacity of these structural elements have been evaluated with special attention paid to the effect of including stiffeners, both transverse and longitudinal. The studies conducted, both numerical and experimental tests, have permitted the development of new and simple design expressions to determine more accurately the initial shear buckling stress in stainless steel web panels and the ultimate capacity of plate girders considering the presence of a rigid or non-rigid end post.

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    Title:

    Shear resistance in stainless steel plate girders with transverse and longitudinal stiffening

    Contributors:

    Estrada, Imma (author) / Real, Esther (author) / Mirambell, Enrique (author)

    Published in:

    Journal of Constructional Steel Research ; 64 ; 1239-1254

    Publication date:

    2008-07-02

    Size:

    16 pages

    ISSN:

    0143-974X

    DOI:

    https://doi.org/10.1016/j.jcsr.2008.07.013

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Stainless steel , Material non-linearity , Shear buckling , Ultimate shear capacity , Experimental tests , Numerical analysis: FEM , Eurocode 3 Part 1-4 , Rotated Stress Field method

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