Zum Einfluß der Interaktion von Biegemoment und Querkraft auf das Tragverhalten von Wellstegträgern

On the influence of the interaction of bending moment and shear force on the carrying capacity of plate girders with corrugated webs. This article presents results of experimental tests and numerical simulations which describes mechanism of failure of plate girders with corrugated webs due to the interaction of bending moment and shear force. Simple formulae allowing to include this form of failure in determination of the carrying capacity of above‐mentioned plate girders are given.