47th AIAA Aerospace Sciences Meeting Including the New Horizons Forum and Aerospace Exposition 2009
DOI: 10.2514/6.2009-839
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Some Effect of Large Blade Deflections on Aeroelastic Stability

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Cited by 12 publications
(11 citation statements)
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“…Analysis of the edgewise mode shape further shows that geometric coupling due to prebending and load deflection has a significant influence on the edgewise mode shape. An effect of blade deflection on the edgewise mode shape has also been observed by Kallesøe and Hansen (2009).…”
Section: Discussionmentioning
confidence: 65%
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“…Analysis of the edgewise mode shape further shows that geometric coupling due to prebending and load deflection has a significant influence on the edgewise mode shape. An effect of blade deflection on the edgewise mode shape has also been observed by Kallesøe and Hansen (2009).…”
Section: Discussionmentioning
confidence: 65%
“…The critical inflow speed increases for edge-twist to stall coupled blades. The formation of an edge-twist flutter mode, where the torsional component of the edgewise mode becomes large enough and in phase with the flapwise velocity has previously been reported by Kallesøe and Hansen (2009) and Stäblein et al (2016a).…”
Section: Discussionmentioning
confidence: 99%
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“…The flutter speed of the coupled blade is moderately lower than of the uncoupled blade. Kallesøe and Hansen (2009) investigate the effect of finite steady-state blade deflections on the aeroelastic stability of the NREL 5 MW Reference Wind Turbine (Jonkman et al, 2009) using an eigenvalue approach. A geometric nonlinear finiteelement beam model and aerodynamic forces obtained from blade element momentum theory are used to find a steadystate equilibrium of the turbine.…”
Section: Introductionmentioning
confidence: 99%
“…The aeroelastic modal properties and stability limits of both edge-and flap-twist coupled blades are investigated by means of eigenvalue analysis around a steady-state equilibrium using the aero-servoelastic tool HAWCStab2. For the analysis with fully coupled cross-section stiffness matrices the beam element of Kim et al (2013) has been implemented in HAWCStab2.…”
Section: Introductionmentioning
confidence: 99%