TY - JOUR
T1 - Concurrent wind, wave and current loads on a monopile-supported offshore wind turbine
AU - Buljac, Andrija
AU - Kozmar, Hrvoje
AU - Yang, Wenxian
AU - Kareem, Ahsan
N1 - Funding Information:
Croatian Science Foundation HRZZ-IP-2016-06-2017 (WESLO) support is gratefully acknowledged. Special thanks go to the WWCT technical staff for their help in the experiments and to Mr. Peter Bowes for his kindness in coordinating the WWCT tests.
Publisher Copyright:
© 2022 Elsevier Ltd
PY - 2022/3/15
Y1 - 2022/3/15
N2 - Offshore wind energy harnessing is a major source of renewable energy. From the design perspective, it is crucial to properly determine environmental load effects on offshore wind turbines concurrently subjected to wind, wave and currents as reflected in a realistic offshore environment. Accordingly, the focus of the present study is on addressing this issue in the form of small-scale laboratory experiments in the Wind-Wave-Current Tank (WWCT) at Newcastle University, UK, using a scaled model of an offshore wind turbine. The hydrodynamic surge force exerted by currents represents a major contribution to the overall average loads. The waves are the main source of the unsteady loads. Higher amplitude waves cause an increase in the relative standard deviation of the integral loads, an effect which is more pronounced at greater wind and current velocities. While increasing the wind raises the dynamic loads at the natural frequency of the wind turbine, i.e., inertial loads, whereas currents introduce loads, which occur particularly at low frequencies due to nonlinear hydrodynamics, both observations were made in the absence of waves. If the waves are also present, the dynamic loads on the offshore wind turbines are primarily at the wave frequency, i.e. wave-induced dynamic loads on the offshore wind turbines are predominant. Higher modes of the surge and sway force fluctuations are more pronounced when all three load components act concurrently than is the case when the current or the wind acts in isolation. These trends may be further amplified in the dynamic response of floating wind turbines as noted in previous computational studies involving tension leg platforms.
AB - Offshore wind energy harnessing is a major source of renewable energy. From the design perspective, it is crucial to properly determine environmental load effects on offshore wind turbines concurrently subjected to wind, wave and currents as reflected in a realistic offshore environment. Accordingly, the focus of the present study is on addressing this issue in the form of small-scale laboratory experiments in the Wind-Wave-Current Tank (WWCT) at Newcastle University, UK, using a scaled model of an offshore wind turbine. The hydrodynamic surge force exerted by currents represents a major contribution to the overall average loads. The waves are the main source of the unsteady loads. Higher amplitude waves cause an increase in the relative standard deviation of the integral loads, an effect which is more pronounced at greater wind and current velocities. While increasing the wind raises the dynamic loads at the natural frequency of the wind turbine, i.e., inertial loads, whereas currents introduce loads, which occur particularly at low frequencies due to nonlinear hydrodynamics, both observations were made in the absence of waves. If the waves are also present, the dynamic loads on the offshore wind turbines are primarily at the wave frequency, i.e. wave-induced dynamic loads on the offshore wind turbines are predominant. Higher modes of the surge and sway force fluctuations are more pronounced when all three load components act concurrently than is the case when the current or the wind acts in isolation. These trends may be further amplified in the dynamic response of floating wind turbines as noted in previous computational studies involving tension leg platforms.
KW - Concurrent wind, wave and current loads
KW - Laboratory experiments
KW - Offshore wind turbine
UR - http://www.scopus.com/inward/record.url?scp=85125173011&partnerID=8YFLogxK
U2 - 10.1016/j.engstruct.2022.113950
DO - 10.1016/j.engstruct.2022.113950
M3 - Article
AN - SCOPUS:85125173011
VL - 255
JO - Engineering Structures
JF - Engineering Structures
SN - 0141-0296
M1 - 113950
ER -