Unsteady structural behaviour of small wind turbine blades Samuel Evans Supervisor: A/Prof Philip Clausen

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Unsteady structural behaviour of small wind turbine blades Samuel Evans Supervisor: A/Prof Philip Clausen samuel.evans@uon.edu.au +61 2 492 16187 The University of Newcastle University Drive Callaghan NSW 2308 Australia 1

Small wind turbine technology 2 Small wind turbines Rotor diameter < 16 m * 90-120 m Power output < 50 kw * 1.8-3 MW Reynolds number 8,400 500,000 > 500,000 Rotor speed 200-400 rpm 20-50 rpm Yaw control Primary use Generation site Wind regime Passive control via tailfin Off-grid generation Wind/diesel hybrid system Located close to load (suboptimal wind resource) Lower mean wind speed High turbulence Capacity factor 5-30% 20-45% * IEC 61400-2 2013 Large wind turbines Yaw drive with input from anemometer and wind vane Commercial scale generation (wind farm) Located in optimum wind resource Higher mean wind speed Low turbulence

Project aim 3 Unsteady structural loads on small wind turbine blades: Classifying Simulating Experimentally measuring Ramifications on structural behaviour and fatigue life Wind turbines are fatigue critical Established methodologies for large wind turbines Limited research in small wind turbine field

Blade element momentum theory 4 Classical blade element momentum theory: Conservation of momentum 2D blade theory Modification (unsteady): Prandtl tip loss factor Yaw misalignment Wind shear effects Blade/tower influence Dynamic stall Dynamic inflow/wake Burton (2001)

Structural load cases 5 Aerodynamic Gravitational Burton (2001)

Structural load cases 6 Aerodynamic Gravitational Centrifugal ω r δ flapwise Flapwise blade deflection due to aerodynamic loading F c = dmrω 2

Structural load cases 7 Aerodynamic Gravitational Centrifugal Wind shear Hansen (2008)

Structural load cases 8 Aerodynamic Gravitational Centrifugal Wind shear Yaw misalignment Gyroscopic Axis of rotation U 0 Burton (2001) Rotor plane

Structural load cases 9 Aerodynamic Gravitational Centrifugal Wind shear Yaw misalignment Gyroscopic Blade/tower interaction Hansen (2008)

Blade design 10 Length: 2.5 m Mass: 6.5 kg Constructed from GFRP No spar (internal foam core section) SD7062 aerofoil High stiffness in lead-lag direction Natural frequency ~7 hz, out of operating range!

Structural model: simple beam 11 Euler-Bernoulli beam theory: Blade considered as a series of n elements Stiffness (EI [Nm 2 ]) & mass (dm [kg/m]) Small deflections, constant radius of curvature Centrifugal stiffening effects Difficulties with convergence due to high ω rot term Deflections, fibre stress, and resonant frequencies obtained Computationally fast to implement F 1 F 2 F 3 F N r

Structural model: simple beam 12 Euler-Bernoulli beam theory: Blade considered as a series of n elements Stiffness (EI [Nm 2 ]) & mass (dm [kg/m]) Small deflections, constant radius of curvature Centrifugal stiffening effects Difficulties with convergence due to high ω rot term Deflections, fibre stress, and resonant frequencies obtained Computationally fast to implement ω r δ flapwise Flapwise blade deflection due to aerodynamic loading F c = dmrω 2

Structural model: finite element 13 1. Simple 2D plate model: Isotropic material property set Lack of internal foam member 2. Full composite model: Anisotropic material set (GFRP) Inclusion of internal foam section as 3D brick elements Calibrated with physical blade to high degree of accuracy Loads applied from unsteady BEM algorithm Centrifugal effects accounted for via a non-linear solve

Structural model: results 14 Three structural models were compared Composite FE model has high accuracy with physical blade Simple beam over predicts deflection and stress (~ span/25) Difficulties with convergence when considering centrifugal effects for simple beam (non-linear effects) Method Lead-lag deflection (mm) Flapwise deflection (mm) Maximum stress (MPa) Normalised comp. time Composite FE 17 118 32 25,741 Isotropic FE 15 101 23 6,422 Euler 20 127 53 1

Structural model: results 15

Structural model: results 16 Natural frequencies and mode shapes predicted Good general agreement ±10% Outside operating range (~5 Hz at operating speed) Centrifugal stiffening effects increase the natural frequency Method First mode (Hz) Second mode (Hz) Physical blade 7.41 17.62 Composite FE 8.09 (9.18%) 19.65 (11.52%) Isotropic FE 6.85 (-7.56%) 19.72 (11.92%) Euler 6.52 (-12.01%) 21.04 (19.41%)

Mode shapes 17

Putting it all together 18 Development of aerodynamic and structural model Consider small wind turbine operation within the following ranges: Inlet wind speed 5-12 ms -1 Rotor speeds: 120-320 rpm Yaw error: 0-60 Yaw rate: 0-60 /sec Wind shear factor: 0.0-0.3 Blade/tower interaction Parked loading during shutdown

Putting it all together 19

Putting it all together 20

Preliminary conclusions 21 Gravitational, wind shear, tower/blade interaction, and yaw error are less significant Gyroscopic loads: Encompass most load cases Worst case fatigue load Highest ultimate load Ramifications for passively controlled turbines Centrifugal stiffening effects are significant Simple beam theory is computationally fast, at reduced accuracy

Future work: experimental validation 22 Arduino measurement system: Blade strain Wind speed and direction Turbine heading and yaw rate Turbine rpm and generator power Measurement campaigns to record blade response Validation of simulated blade loads with experimental data Recommendations for improved blade structural design and fatigue life

Questions? 23

24 Acknowledgements Work in this presentation was supported by an Australian Postgraduate Award (APA) and ARC DP grant (DP110103938) References Burton, T., Sharpe, D., Jenkins, N., & Bossanyi, E. (2001). Wind energy handbook. John Wiley & Sons. Hansen, Martin Otto Laver, et al. "State of the art in wind turbine aerodynamics and aeroelasticity." Progress in aerospace sciences 42.4 (2006): 285-330. Hansen, Martin OL. "Aerodynamics of wind turbines." (2008).