Proceedings of the VII European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS Congress 2016) 2016
DOI: 10.7712/100016.2377.9780
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Timoshenko Beam Element With Anisotropic Cross-Sectional Properties

Abstract: Abstract. Beam models are used for the aeroelastic time and frequency domain analysis of wind turbines due to their computational efficiency. Many current aeroelastic tools for the analysis of wind turbines rely on Timoshenko beam elements with classical crosssectional properties (EA, EI, etc.). Those cross-sectional properties do not reflect the various couplings arising from the anisotropic behaviour of the blade material. A twonoded, three-dimensional Timoshenko beam element was therefore extended to allow … Show more

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Cited by 9 publications
(15 citation statements)
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“…Until recently, HAWCStab2 did not allow for the analysis of material coupled blades. A Timoshenko beam formulation that accounts for fully coupled cross section matrices has therefore been derived and implemented [6]. Bend-twist coupling was introduced by means of a coupling coefficient in the cross-sectional stiffness matrix of the blade as proposed by Lobitz and Veers [7].…”
mentioning
confidence: 99%
“…Until recently, HAWCStab2 did not allow for the analysis of material coupled blades. A Timoshenko beam formulation that accounts for fully coupled cross section matrices has therefore been derived and implemented [6]. Bend-twist coupling was introduced by means of a coupling coefficient in the cross-sectional stiffness matrix of the blade as proposed by Lobitz and Veers [7].…”
mentioning
confidence: 99%
“…Kim et al (2013) present a beam element assuming polynomial shape functions of arbitrary order where the shape function coefficients are eliminated by minimizing the elastic energy of the beam. The element by Stäblein and Hansen (2016) is an extension of a Timoshenko beam element by Bazoune et al (2003) to allow for the analysis of anisotropic cross-sectional properties. The formulations by Kim et al (2013) and Stäblein and Hansen (2016) assume small displacements and are intended for the application in a co-rotational or multibody formulation.…”
Section: Large Displacementsmentioning
confidence: 99%
“…Table 3 shows the tip displacement of the uncoupled beam compared to results by Simo and Vu-Quoc (1986). And the coupled beam compared to results of a Timoshenko beam element with anisotropic cross-sectional properties by Stäblein and Hansen (2016).…”
Section: Bend Cantilevermentioning
confidence: 99%