Structural Analysis of Composite Wind Turbine Blades: by Dimitris I Chortis

By Dimitris I Chortis

This e-book issues the improvement of novel finite components for the structural research of composite beams and blades. The creation of fabric damping is usually a major point of composite constructions and it's offered the following when it comes to their static and dynamic habit. The ebook completely offers a brand new shear beam finite aspect, which involves new blade part mechanics, in a position to predicting structural blade coupling because of composite coupling and/or inner part geometry. Theoretical heritage is extra elevated in the direction of the inclusion of nonlinear structural blade types and damping mechanics for composite constructions. The versions successfully contain geometrically nonlinear phrases as a result of huge displacements and rotations, increase the modeling accuracy of very huge versatile blades, and let the modeling of rotational stiffening and buckling, in addition to, nonlinear structural coupling. Validation simulations on specimen point examine the geometric nonlinearities impression at the modal frequencies and damping values of composite strips of varied angle-ply laminations below both tensile or buckling loading. a sequence of correlation instances among numerical predictions and experimental measurements provide credence to the constructed nonlinear beam finite aspect types and underline the fundamental position of latest nonlinear damping and stiffness terms.

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Extra resources for Structural Analysis of Composite Wind Turbine Blades: Nonlinear Mechanics and Finite Element Models with Material Damping

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4 Structural Level 41 III. 41) The line integrals are calculated using the Gauss integration method, which is also described in the fourth chapter of the present work. At this point it should be underlined that the in-plane terms are calculated at two integration points, whereas the shear terms using one integration point, in order to avoid the shear locking of the beam. 2 Discrete System of Equations of Motion An important step towards the final modeling of the composite structure is the formulation of the total structural matrices based on the assembly of the finite elements.

Hufenbach et al. (2002) reported an analytical method for the vibration and damping behavior of composite cylindrical shells. Their work included elementary optimization studies for optimizing damping by altering the lay-up and the radius of the CFRP cylindrical structure. The DAMPBEAM code was applied within the activities of DAMPBLADE project (2006 and Saravanos 2004) to investigate the effect of ply angle and lamination tailoring on the modal frequencies and modal damping of a 19m Glass/Polyester wind-turbine blade.

53)) and the different integration limits: 0 → Le to −1 → 1 from the global to the local coordinate system, respectively, the aforementioned structural matrices become, I. 39) II. 4 Structural Level 41 III. 41) The line integrals are calculated using the Gauss integration method, which is also described in the fourth chapter of the present work. At this point it should be underlined that the in-plane terms are calculated at two integration points, whereas the shear terms using one integration point, in order to avoid the shear locking of the beam.

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