Reaching new heights. New Tower generation 3.0 Thorsten Betz, Max Bögl
Building Trust at Height: Co-Developing and Validating a 199 m Hybrid Tower – An OEM Perspective Joao Pedro Patricio, Vestas
Updates in steel section of IEC 61400-6 ED2 Dr. Marc Seidel, SGRE
Fatigue performance of holes and free edges - Detail category and fabrication requirements Florian Kalkowsky, Fraunhofer IGP
The C1 Wedge Connection: Pushing the limits for wind turbine tower connections Jasper Winkes, C1 Connections
Computational Reproducibility in Nonlinear Shell Buckling Dr. Adam Sadowski, Imperial College London
Fracture Mechanics for Fatigue Life Prediction of Steel Wind Turbine Towers under Consideration of Residual Stress Ali Sorkun, University of Stuttgart
Bolt loads in ring flange connections – reality vs. design practice Dr. Andre Stang, TÜV SÜD
Experimental studies on the influence of dry horizontal and vertical joints on the structural behavior of multi-segmented concrete towers Max Götze, University of Dresden
Machine Learning-based prediction of fatigue life under cyclic compressive loading using concrete composition Sören Voß, University of Dresden
Nordex Ring Tower Concept Iñigo Calderón, Nordex
Keynote im Abendprogramm AMOC – tipping point from a scientist`s point of view Prof.Stefan Rahmstorf, Potsdam Insitute for Climate Impact