2 min readfrom Frontiers in Marine Science | New and Recent Articles

Research on hydrodynamic characteristics and structural safety evaluation of floating wind turbine based on Moray base

Our take

China’s commitment to carbon neutrality drives significant investment in offshore wind energy. Recent research employs Computational Fluid Dynamics (CFD) to analyze the hydrodynamic characteristics and structural safety of floating wind turbines utilizing the unique Moray base design. Through numerical modeling, scaled physical testing, and finite element analysis incorporating ultra-high performance concrete, the study reveals critical relationships between wave conditions and structural stress. Increased wave height and period demonstrably impact turbine response and pressure, highlighting the importance of structural integrity, particularly at connection points.
Research on hydrodynamic characteristics and structural safety evaluation of floating wind turbine based on Moray base

The global push towards renewable energy sources is accelerating, and China’s commitment to carbon neutrality has placed offshore wind energy at the forefront of its strategy. Recent research, detailed in a study examining the hydrodynamic characteristics and structural safety of a floating wind turbine based on the Moray base design, highlights the complexities and advancements being made in this critical field. This work builds upon efforts to optimize renewable energy infrastructure, an area explored in other recent studies, such as [Public perceptions and willingness to pay for coastal erosion response: a comparative study of three coastal regions in South Korea], which underscores the importance of understanding community acceptance alongside technological development, and [Point-to-Polygon transformation to enhance legacy data], demonstrating the vital role of robust data management in marine science and engineering. The meticulous approach taken in this research, combining numerical modeling with physical pool testing, offers valuable insights for the design and deployment of future floating wind farms, particularly in regions with challenging sea conditions.

The study’s utilization of Computational Fluid Dynamics (CFD) and finite element analysis (FEA) is particularly noteworthy. The creation of numerical pools, coupled with the construction of scaled models for physical testing, represents a rigorous validation process. The introduction of ultra-high performance concrete (UHPC) as a structural material also signals a move towards more durable and resilient designs – an essential consideration given the harsh marine environment. The findings regarding wave height, period, and flow-induced fluid accumulation’s impact on structural stress are crucial for engineers. The identification of directional sensitivity, with significantly higher stresses observed at 45° and 90° wave headings compared to 0°, highlights the need for sophisticated structural analysis and potentially adaptive control systems to mitigate these forces. Such detailed structural analysis complements the broader understanding of sustainable resource management, as seen in research examining the bioeconomic systems of aquaculture, such as [Milkfish aquaculture as a regional bioeconomic system: production, governance, and sustainability in the Davao Region].

The significance of this research extends beyond the specific Moray base design. It provides a framework and methodology for evaluating the structural integrity of floating wind turbines in general. The emphasis on empirical validation through pool testing, alongside the rigorous material modeling of UHPC, strengthens the credibility of the findings and lends itself to broader application. The integration of real-time data and longitudinal monitoring, as increasingly championed by World Data Ocean, would further enhance the accuracy and predictive capabilities of such models. Furthermore, the focus on understanding flow-induced phenomena underscores the necessity of a holistic approach to wind turbine design that accounts for the complex interaction between the structure, the surrounding water, and the wind itself. The calibrated nature of the models and the rigorous validation process are hallmarks of the scientific rigor vital for informing policy and ensuring the long-term viability of offshore wind energy.

Looking ahead, the development of more sophisticated, integrated data ecosystems – ones that combine real-time sensor data with high-fidelity numerical models – will be paramount. The ability to predict and mitigate structural vulnerabilities proactively will be essential for maximizing the efficiency and longevity of floating wind farms. A key question remains: how can the methodologies outlined in this study be scaled and adapted for diverse marine environments and increasingly larger turbine sizes, and how can this data be effectively shared and utilized to foster global collaboration in the advancement of offshore wind energy technology?

The active promotion of offshore wind energy is one of the key measures China can take to achieve its carbon-neutral goal and increase the use of clean energy. In this paper, a set of numerical pools using the Computational Fluid Dynamics (CFD) method is established for the unique configuration of the Moray base floating wind turbine. Based on the turbine's size and sea conditions, a semi-tensioned mooring system is designed. To establish the pool test program, a set of 1:68.5 similarity ratio turbine and mooring system models are constructed based on the test pool conditions, followed by attenuation tests and pool tests under typical regular waves. Furthermore, ultra-high performance concrete (UHPC) is introduced as a new material; the finite element software ABAQUS is utilized to model the floating wind turbine structure, verify mesh convergence, and perform material principal modeling to obtain the physical and mechanical parameters of the reinforced concrete. Results show that increasing wave height enhances heave response and structural stress, while a larger period reduces the maximum slamming pressure. Flow-induced fluid accumulation significantly amplifies wave pressure and equivalent stress. Moreover, due to structural asymmetry, the 45° and 90° wave directions generate severe bending and torsional forces at connections, yielding much higher stress than the 0° direction.

Read on the original site

Open the publisher's page for the full experience

View original article

Tagged with

#research collaboration#research datasets#Floating Wind Turbine#Moray Base#Offshore Wind Energy#CFD (Computational Fluid Dynamics)#Numerical Simulation#Semi-tensioned Mooring System#Model Testing#Similarity Ratio#Regular Waves#Wave Height#Wave Period#Slamming Pressure#UHPC (Ultra-High Performance Concrete)#Finite Element Analysis (FEA)#ABAQUS#Structural Stress#Heave Response#Bending Forces