A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Sensitivity of wave fatigue loads on offshore wind turbines under varying site conditions
Considerable variations in environmental site conditions can exist within large offshore wind farms leading to divergent fatigue loads on support structures. An efficient frequency-domain method to calculate wave-induced fatigue loads on offshore wind turbine monopile foundations was developed. A verification study with time-domain simulations for a 4MW offshore wind turbine showed result accuracies of more than 90% for equivalent bending moments at mudline and interface level. This accuracy and computation times in the order of seconds make the frequency-domain method ideal for preliminary design and support structure optimization. The model is applied in sensitivity analysis of fatigue loads using Monte-Carlo simulations. Local and global sensitivity studies and a probabilistic assessment give insight into the importance of site parameters like water depth, soil stiffness, wave height, and wave period on fatigue loads. Results show a significant influence of water depth and wave period. This provides a basis for design optimization, load interpolation and uncertainty analysis in large wind farms. ; © 2015 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license.
Sensitivity of wave fatigue loads on offshore wind turbines under varying site conditions
Considerable variations in environmental site conditions can exist within large offshore wind farms leading to divergent fatigue loads on support structures. An efficient frequency-domain method to calculate wave-induced fatigue loads on offshore wind turbine monopile foundations was developed. A verification study with time-domain simulations for a 4MW offshore wind turbine showed result accuracies of more than 90% for equivalent bending moments at mudline and interface level. This accuracy and computation times in the order of seconds make the frequency-domain method ideal for preliminary design and support structure optimization. The model is applied in sensitivity analysis of fatigue loads using Monte-Carlo simulations. Local and global sensitivity studies and a probabilistic assessment give insight into the importance of site parameters like water depth, soil stiffness, wave height, and wave period on fatigue loads. Results show a significant influence of water depth and wave period. This provides a basis for design optimization, load interpolation and uncertainty analysis in large wind farms. ; © 2015 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license.
Sensitivity of wave fatigue loads on offshore wind turbines under varying site conditions
Ziegler, Lisa (author) / Voormeeren, Sven (author) / Schafhirt, Sebastian (author) / Muskulus, Michael (author)
2016-09-22
cristin:1297440
80 ; Energy Procedia
Article (Journal)
Electronic Resource
English
DDC:
690
Nonlinear wave and currents loads analysis of offshore wind turbines
| Online Contents | 2014
Nonlinear wave and currents loads analysis of offshore wind turbines
| Springer Verlag | 2014
Irregular Nonlinear Wave Simulation and Associated Loads on Offshore Wind Turbines
| Online Contents | 2015
Dynamic response of multi-unit floating offshore wind turbines to wave, current, and wind loads
| American Institute of Physics | 2024