Abstract
In order to simulate wind turbines under different load scenarios, the computational model should take into account the aerodynamics of the rotor, the flexibility of tower, foundation and soil, transient operational phases and, first and foremost, the interaction of all these aspects. Whenever vibrations are emitted to soil, they induce waves traveling through the ground. Here, the main focus lies on the Soil-Structure-Interaction (SSI) effects on the dynamic behavior of operating wind turbines. The wind turbine with its foundation and the surrounding soil is modeled by a coupled Finite Element Method/Scaled Boundary Finite Element Method approach.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Balay, S., et al.: PETSc Users Manual. Argonne National Laboratory, ANL-95/11 - Revision 3.6, http://www.mcs.anl.gov/petsc (2015)
Bazyar, M.H., et al.: Analysis of transient wave scattering and its applications to site response analysis using the scaled boundary finite-element method. Soil Dyn. Earthq. Eng. 98, 191–205 (2017)
Blackford, L.S., et al.: ScaLAPACK Users Guide. Society for Industrial and Applied Mathematics, Philadelphia (1997)
Chung, J., et al.: A time integration algorithm for structural dynamics with improved numerical dissipation: the generalized-\(\alpha \) method. J. Appl. Mech. 60, 372–375 (1993)
DIN EN 61400-1:2011-08: Windenergieanlagen - Teil 1: Auslegungsanforderungen, in German (2011)
GNU Octave Scientific Programming Language. https://www.gnu.org/software/octave/
Jonkman, J., et al.: FAST user’s guide. Technical Report, NREL/TP-500-38230 (2005)
Jonkman, J., et al.: Definition of a 5-MW reference wind turbine for offshore system development. Technical Report, NREL/TP-500-38060 (2009)
Kitware: ParaView 5.0.1. https://www.paraview.org/
NREL National Renewable Energy Laboratory: FAST v7. https://nwtc.nrel.gov/FAST
Sandia National Laboratories: New Mexico, CUBIT 13.2. https://cubit.sandia.gov/index.html
Schauer, M., Langer, S.: Implementation of an efficient coupled FEM-SBFEM approach for soil-structure-interaction analysis. In: Schrefler, B.A., Oñate, E., Papadrakakis, M. (eds.) Proceedings of the VI International Conference on Coupled Problems in Science and Engineering, pp. 370–381 (2015)
Schauer, M., Langer, S., Roman, E.J., Quintana-Ortí, E.S.: Large scale simulation of wave propagation in soils interacting with structures using FEM and SBFEM. J. Comput. Acoust. 19(1), 75–93 (2011)
Schauer, M., Roman, E.J., Quintana-Ortí, E.S., Langer, S.: Parallel computation of 3-D soil-structure interaction in time domain with a coupled FEM/SBFEM approach. J. Sci. Comput. 52, 446–467 (2012)
Taddei, F.: Numerical investigation of soil-structure interaction for onshore wind turbines grounded on a layered soil. Ph.D. thesis, RWTH Aachen University (2014)
Wolf, J.: The Scaled Boundary Finite Element Method. Wiley, Chichester (2003)
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2019 Springer Nature Switzerland AG
About this paper
Cite this paper
Schauer, M., Taddei, F., Morawietz, S. (2019). A Strategy to Conduct Numerical Simulation of Wind Turbine Considering the Soil-Structure-Interaction by Using a Coupled FEM-SBFEM Approach in Time Domain. In: Schweizer, B. (eds) IUTAM Symposium on Solver-Coupling and Co-Simulation. IUTAM Bookseries, vol 35. Springer, Cham. https://doi.org/10.1007/978-3-030-14883-6_13
Download citation
DOI: https://doi.org/10.1007/978-3-030-14883-6_13
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-030-14882-9
Online ISBN: 978-3-030-14883-6
eBook Packages: EngineeringEngineering (R0)