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    Lateral–torsional buckling resistance of coped beams

    New search for: Maljaars, J.
    New search for: Stark, J.W.B.
    New search for: Steenbergen, H.M.G.M.
    New search for: Abspoel, R.

    AbstractThe lateral–torsional buckling resistance of beams depends on the support conditions. In floor structures for buildings coped beams are often used. A numerical model was developed to investigate the influence of copes on the lateral buckling resistance. This model is described in a companion paper [Maljaars J, Stark JWB, Steenbergen HMGM, Abspoel R. Development and validation of a numerical model for buckling of coped beams. Journal of Constructional Steel Research 2005;61(11):1576–93]. In this paper results of a parameter study carried out with the numerical model are presented. Based on these results recommendations for design rules are given. The study is restricted to (coped) beams with end plates.

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    Lateral–torsional buckling resistance of coped beams

    New search for: Maljaars, J.
    New search for: Stark, J.W.B.
    New search for: Steenbergen, H.M.G.M.
    New search for: Abspoel, R.

    AbstractThe lateral–torsional buckling resistance of beams depends on the support conditions. In floor structures for buildings coped beams are often used. A numerical model was developed to investigate the influence of copes on the lateral buckling resistance. This model is described in a companion paper [Maljaars J, Stark JWB, Steenbergen HMGM, Abspoel R. Development and validation of a numerical model for buckling of coped beams. Journal of Constructional Steel Research 2005;61(11):1576–93]. In this paper results of a parameter study carried out with the numerical model are presented. Based on these results recommendations for design rules are given. The study is restricted to (coped) beams with end plates.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Lateral–torsional buckling resistance of coped beams

    New search for: Maljaars, J.
    New search for: Stark, J.W.B.
    New search for: Steenbergen, H.M.G.M.
    New search for: Abspoel, R.

    AbstractThe lateral–torsional buckling resistance of beams depends on the support conditions. In floor structures for buildings coped beams are often used. A numerical model was developed to investigate the influence of copes on the lateral buckling resistance. This model is described in a companion paper [Maljaars J, Stark JWB, Steenbergen HMGM, Abspoel R. Development and validation of a numerical model for buckling of coped beams. Journal of Constructional Steel Research 2005;61(11):1576–93]. In this paper results of a parameter study carried out with the numerical model are presented. Based on these results recommendations for design rules are given. The study is restricted to (coped) beams with end plates.

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    Title:

    Lateral–torsional buckling resistance of coped beams

    Contributors:

    Maljaars, J. (author) / Stark, J.W.B. (author) / Steenbergen, H.M.G.M. (author) / Abspoel, R. (author)

    Published in:

    Journal of Constructional Steel Research ; 61 ; 1559-1575

    Publication date:

    2005-04-29

    Size:

    17 pages

    ISSN:

    0143-974X

    DOI:

    https://doi.org/10.1016/j.jcsr.2005.04.005

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Lateral–torsional buckling , Design of buildings , Cope , Endplate , Connection

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