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  • Moment-shear interaction of stiffened plate girders -Tests and numerical model verification
    Sinur, Franc, 1982- ; Beg, Darko, 1954-2014
    Results of four full-scale tests on plate girders stiffened with transverse and longitudinal stiffeners subjected to interaction of high bending moment and shear force are presented and discussed. In ... longitudinal direction the webwas stiffened with open or closed stiffeners positioned in the compression zone. Detailed information on initial geometric imperfection and residual stresses is given. The experimental results were used to verify numerical model. The resistance is compared against reduced stress method and effective width method given in EN 1993-1-5.
    Vir: Journal of constructional steel research. - ISSN 0143-974X (Letn. 85, jun. 2013, str. 116-119)
    Vrsta gradiva - članek, sestavni del ; neleposlovje za odrasle
    Leto - 2013
    Jezik - angleški
    COBISS.SI-ID - 6247009
    DOI