4.7 Article

An integrated FEA-CFD simulation of offshore wind turbines with vibration control systems

Journal

ENGINEERING STRUCTURES
Volume 254, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.engstruct.2022.113859

Keywords

Offshore wind turbine; Dynamic vibration control; Extended KDamper; Negative stiffness; Monopile SSI; Nonlinear FEM-CFD

Funding

  1. European Union (European Social Fund - ESF) [MIS-5033021]
  2. State Scholarships Foundation (IKY), Greece

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This research investigates the vibration mitigation of a monopile Offshore Wind Turbine (OWT) under wind and sea wave excitation, using dynamic Vibration Control systems (VCS). A novel passive vibration absorption configuration called Extended KDamper (EKD) is proposed to improve the damping of the structure. Computational Fluid Dynamics (CFD) is used to study the influence of sea wave excitation. The study shows that vibration control can extend the lifetime of the OWT and increase its reliability and sustainability.
The vibration mitigation of a monopile Offshore Wind Turbine (OWT) under wind and sea wave excitation is investigated, incorporating dynamic Vibration Control systems (VCS). The application of VCS to the OWTs has the potential to significantly improve the damping of the structure and its overall dynamic responses. A novel passive vibration absorption configuration is proposed, namely the Extended KDamper (EKD). Contrary to the conventional tuned mass dampers, EKD can increase its vibration absorption capability by introducing negative stiffness elements, instead of increasing the additional mass at the top of the towers. Therefore, EKD provides better isolation properties. The EKD optimum design and its realization are based on engineering criteria and realistic manufacturing limitations. The turbulence wind load time histories are determined stochastically while the mean velocity value is produced using the Blade Element Momentum theory. The influence of the sea wave excitation is studied using an integrated Computational Fluid Dynamics (CFD) approach. For the sea wave simulation, both fluids (water and air) are discretized using a non-uniform grid on which the Navier- Stokes equations are solved using the Double Control Volume Finite Element Method (DCVFEM). In order to render the large-scale physical problem computationally feasible, the Dynamic Adaptive Mesh Optimisation (DMO) and High Performance Computing (HPC) schemes are incorporated. The OWT tower is modelled using variable cross section beam elements accounting for geometrical nonlinearity (second order phenomena). The monopile soil-structure interaction (SSI) is modelled using a prismatic beam on elastic foundation together with the corresponding springs and dashpots along the pile's length. An extensive case study is carried out on a monopile OWT providing insight to the structural dynamics and illustrating the viability of the VCS on the offshore wind industry. It is shown that vibration control can extend the lifetime of the structure, increasing the OWTs' reliability and sustainability.

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