László Dunai

TL;DR: In this article, the authors analyzed the stress distribution in the flanges of the I-girders with corrugated webs and the effect and the tendency of this transverse bending moment.

TL;DR: In this paper, the effect of the additional normal stresses on the bending resistance of the corrugated web girders is investigated, and different proposals can be found in the international literature to take this effect in the in-plane bending resistance into account.

TL;DR: In this article, a numerical model is developed on the basis of previous experiments for the determination of the patch loading resistance, and the geometric parameters which influence the patchloading resistance and the structural behaviour are determined and analyzed.

TL;DR: In this paper, the authors collected all the previous research results on the flange buckling resistance and introduced an additional experimental research program investigating the bending moment capacity of trapezoidally corrugated web girders.

TL;DR: In this paper, an alternative fatigue assessment for orthotropic highway bridge decks, based on fracture mechanics, is introduced for bridge deck fatigue, which is carried out by numerical integration of the Paris formula, using K factors obtained from two-level cracked models of the bridge deck.