Konrad Basler
Abstract
A study of the shear strength of plate girders is presented. In utilizing the postbuckling strength offered by the transverse stiffening of girders, new design rules are proposed. The new approach is checked with ultimate load tests carried out at Fritz Engineering Laboratory.
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A study of the shear strength of plate girders is presented. In utilizing the postbuckling strength offered by the transverse stiffening of girders, new design rules are proposed. The new approach is checked with ultimate load tests carried out at Fritz Engineering Laboratory.
Key concepts: Girder, Stiffening, Structural engineering, Shear (geology), Transverse plane, Engineering, Ultimate load, Materials science