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Wind turbine design software
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FOCUS6 is the integrated modular tool to design wind turbines and wind turbine components like rotor blades. For more than a decade, FOCUS6 is being used by the international wind turbine industry.
FOCUS6: The integrated Modular Wind Turbine Design Tool
There are numerous separate software tools available to design wind turbines. The integrated modular tool FOCUS6 integrates various tools into one consistent user interface and provides consistent data. Without the need of manually converting data between tools during the design process, a shorter turnaround time can be achieved while reducing the risk of errors and inconsistent data. FOCUS6 uses a database, allowing concurrent design by multiple designers and tracking of design changes.
Main features of FOCUS6
Structural blade design
FOCUS6 has a unique tool to interactively model rotor blades in detail. While defining the blade step-by-step, the interactive 3D visualization gives direct feedback of the design changes. Material properties, layer thicknesses and sequences can be displayed. This makes blade modeling in FOCUS6 user-friendly, with less risk of errors in user input. Material properties, layer thicknesses and sequences can be displayed. The user friendly interface is aimed to avoid input errors. Layers are defined in the model similar to blade manufacturing. Beginning with the layers at the outer surface of the blade, sequential layers are stacked in inwards direction.
Once the blade model is defined, other modules such as the turbine simulation models can retrieve the cross sectional properties at any radial position. Blade data such as usage per material can be viewed and exported both graphically and numerically.
The blade model can be exported to a thick shell element mesh for analysis with finite element solvers. The shell elements include full layup data.
An advanced beam model approach is used for the following structural analysis:
All results can be presented both in tabular and graphical form.
Aeroelasticity I, Rotor pre-design
For the aeroelastic pre-design of rotor blades a dedicated module is available. With this module the aeroelastic performance of rotor blades can be determined without the need of a full turbine model or a detailed blade design. This module can compute the eigenmodes, frequencies and aeroelastic damping of the rotor blades. The theoretical basis is the beam bending theory, in which torsional deformation and transverse shear flexibility as well as many aerodynamic and structural dynamic coupling terms for bending and torsion dynamics are included.
Aeroelasticity II, Wind Turbine design
The module Aeroelasticity II, developed by ECN, calculates the combined aerodynamic and structural dynamic behaviour of a wind turbine in time domain. The build-in tower model gives a detailed and well-validated dynamic response of the tower including all mutual interactions with the turbine model up to the aerodynamics of the rotor. Alternatively, an external tower model can be linked using the Craig-Bampton method.
The rotor aerodynamics are solved on basis of the engineering BEM theory of which the sub-models for tip-loss, tangential induction, blade-tower interaction, oblique inflow effects, rotational effects) are combined on a physical basis.
A built-in PD controller is provided that includes rotor speed filtering and peak-shaving strategy. In addition, dedicated controllers can be linked.
A tool is provided that generates the input for load cases that are required for IEC or GL load set calculations. For this purpose models are available to simulate faulted conditions and emergency situations. The results are accepted for certification by GL and DNV.
In order to reduce the total turnaround time of load set calculations, loadcases can be calculated in parallel on computers with multi-core processors.
Using the job management system, loadcases can be calculated in parallel on multiple computers.
The Offshore module provides an interactive 3D modeler to design support structures. The modeler supports monopiles, jacket and lattice tower-like structures.
The members of the support structure can be filled with water. Marine growth and grouted members are supported.
In addition, the offshore load case preprocessor generates automatically combined wave and wind load sets, complient with current standards such as IEC 61400-3.
The Offshore module is used in combination with the Aeroelasticity II module.
The Extreme Extrapolation module performs the 50-year load extrapolation as required by IEC 61400-1 Ed. 3 and IEC 61400-3 Ed. 1. Two methods to determine extremes are available: Peak over thresholt (POT) and the Block method. For fitting extremes different methods are available:
FOCUS6 program options:
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