TY - JOUR A1 - Bleck, Wolfgang Peter A1 - Dahl, Winfried A1 - Nonn, Aida A1 - Amlung, Lars A1 - Feldmann, Markus A1 - Schäfer, Dirk A1 - Eichler, Björn T1 - Numerical and experimental analyses of damage behaviour of steel moment connection JF - Engineering Fracture Mechanics N2 - Plastic design allows the exploitation of the full resistance of steel structures by taking advantage of stress–redistributions due to plastic strains exceeding the yield strain. Especially in seismic design the utilization of material reserves and the formation of plastic hinges play an important role. In devastating earthquakes in Northridge (USA) and Kobe (Japan) brittle fracture of welded connections in steel moment frames occurred prior to formation of plastic hinges and utilization of plastic material reserves. The subsequent research works resulted in improved design rules and recommendations for these kinds of failure. But to guarantee sufficient ductile performance of these connections also in the upper shelf region, plastic and earthquake resistant design rules should take into account degradation of strain capacity and toughness properties due to quasi static and especially seismic loading. In the scope of the current European project “Plastotough”, the main objective is to derive quantified toughness design rules in the upper shelf based on the strain requirements opposed to strain capacities. This paper gives an overview over the research work in performance and shows recent results from experimental and numerical analyses performed within this project for monotonic and cyclic loading. KW - Beam column connections KW - Seismic loading KW - LPD model Y1 - 2009 U6 - https://doi.org/10.1016/j.engfracmech.2009.03.004 VL - 76 IS - 10 SP - 1531 EP - 1547 ER -