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Featured researches published by Sebastian Schafhirt.


ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering | 2014

Support Structure Optimization for Offshore Wind Turbines With a Genetic Algorithm

Lucía Bárcena Pasamontes; Fernando Gómez Torres; Daniel Zwick; Sebastian Schafhirt; Michael Muskulus

This study considers the use of a genetic algorithm for the structural design optimization of support structures for offshore wind turbines. Member diameters, thicknesses and locations of nodes are jointly optimized. Analysis of each design is performed with a complete wind turbine simulation, for a load case in the time domain. Structural assessment is in terms of fatigue damage, evaluated for each joint using the hot-spot stress approach. This defines performance constraints. Designs are optimized with respect to their weight. The approach has been tested with the modified 4-legged UpWind jacket from the OC4 project. The weight is quickly reduced, convergence slows after about 100 iterations, and few changes occur after 250 iterations. Interestingly, the fatigue constraint is not active for any member, and it is the validity of stress concentration factors that determines the best design, which utilizes less than 90 percent of the available fatigue lifetime. These results of the preliminary study using the genetic algorithm demonstrate that automatic optimization of wind turbine support structures is feasible under consideration of the simplified load approach. Even for complex, multi-member structures such as the considered jacket a weight reduction was achieved.Copyright


ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering | 2014

How to Detect Local Out-of-Plane Vibrations in Jacket Support Structures for Offshore Wind Turbines

Sebastian Schafhirt; John M. Hembre; Michael Muskulus

There has been an ongoing debate whether local out-of-plane vibrations of braces exist in jacket support structures for wind turbines. The issue has been raised with the sequential analysis of offshore wind turbines, where increased fatigue damage for bracings was observed. Local vibration modes, excited by rotor harmonics, were detected as a reason for it. A methodology to remove global motion of the jacket from the displacements of the central joint in a brace is presented and the amplitude of local out-of-plane displacements is analyzed, using an integrated wind turbine simulation based on a flexible multibody solver. Finally, the impact on fatigue damage is calculated. Results indicate that the extent of local vibrations is much less than previously thought or predicted in other studies.Copyright


Journal of Physics: Conference Series | 2014

Comparison of different approaches to load calculation for the OWEC Quattropod jacket support structure

Daniel Zwick; Sebastian Schafhirt; Matthias Brommundt; Michael Muskulus; S Narasimhan; Jonathan Mechineau; Per Haugsøen

Accurate load simulations are necessary in order to design cost-efficient support structures for offshore wind turbines. Due to software limitations and confidentiality issues, support structures are often designed with sequential analyses, where simplified wind turbine and support structure models replace more detailed models. The differences with an integrated analysis are studied here for a commercial OWEC Quattropod. Integrated analysis seems to generally predict less damage than sequential analysis, decreasing by 30-70 percent in two power production cases with small waves. Additionally it was found that using a different realization of the wave forces for the retrieval run in sequential analysis leads to an increase of predicted damage, which can be explained as the effect of applying two independent wave force series at the same time. The midsection of the detailed support structure model used shell elements. Additional analyses for a model with an equivalent beam model of the midsection showed only small differences, mostly overpredicting damage by a few percent. Such models can therefore be used for relatively accurate analysis, if carefully calibrated.


Energy Procedia | 2015

Sensitivity of Wave Fatigue Loads on Offshore Wind Turbines under Varying Site Conditions

Lisa Ziegler; S. N. Voormeeren; Sebastian Schafhirt; Michael Muskulus


Renewable Energy | 2016

Design clustering of offshore wind turbines using probabilistic fatigue load estimation

Lisa Ziegler; S. N. Voormeeren; Sebastian Schafhirt; Michael Muskulus


Energy Procedia | 2016

Influence of Soil Parameters on the Fatigue Lifetime of Offshore Wind Turbines with Monopile Support Structure

Sebastian Schafhirt; Ana M. Page; Gudmund Reidar Eiksund; Michael Muskulus


The Twenty-fourth International Ocean and Polar Engineering Conference | 2014

Reanalysis of Jacket Support Structure for Computer-Aided Optimization of Offshore Wind Turbines with a Genetic Algorithm

Sebastian Schafhirt; Daniel Zwick; Michael Muskulus


Ocean Engineering | 2016

Two-stage local optimization of lattice type support structures for offshore wind turbines

Sebastian Schafhirt; Daniel Zwick; Michael Muskulus


Energy Procedia | 2016

Effect of Load Sequence and Weather Seasonality on Fatigue Crack Growth for Monopile-based Offshore Wind Turbines

Lisa Ziegler; Sebastian Schafhirt; Matti Niclas Scheu; Michael Muskulus


Energy Procedia | 2016

On Fatigue Damage Assessment for Offshore Support Structures with Tubular Joints

Benedicte Hexeberg Hammerstad; Sebastian Schafhirt; Michael Muskulus

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Michael Muskulus

Norwegian University of Science and Technology

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Daniel Zwick

Norwegian University of Science and Technology

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Lisa Ziegler

Norwegian University of Science and Technology

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Lars Einar S. Stieng

Norwegian University of Science and Technology

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Ana M. Page

Norwegian University of Science and Technology

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Gudmund Reidar Eiksund

Norwegian University of Science and Technology

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Kasper Sandal

Technical University of Denmark

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Benedicte Hexeberg Hammerstad

Norwegian University of Science and Technology

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Corantin Bouty

Norwegian University of Science and Technology

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