2022
DOI: 10.37965/jdmd.2022.108
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Dynamic Responses Analysis  of A 5MW NREL Wind Turbine Blade under Flap-Wise and Edge-Wise Vibrations

Abstract: A wind turbine is subjected to a regime of varying loads. For example, each rotor revolution causes a complete gravity stress reversal in the low-speed shaft, and there are varying stresses from the out-of-plane loading cycle due to fluctuating wind load. Consequently, wind turbine blade design is governed by fatigue rather than ultimate load considerations. Previous studies have adopted many different beam theories, using different techniques and codes, to model the National Renewable Energy Laboratory (NREL)… Show more

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Cited by 4 publications
(6 citation statements)
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References 17 publications
(75 reference statements)
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“…Modal analysis can determine the modal characteristics of blade structure [20]. These characteristics represent the natural frequencies, mode shapes, and damping properties and reflect the healthy condition of the blade.…”
Section: Modal Analysismentioning
confidence: 99%
“…Modal analysis can determine the modal characteristics of blade structure [20]. These characteristics represent the natural frequencies, mode shapes, and damping properties and reflect the healthy condition of the blade.…”
Section: Modal Analysismentioning
confidence: 99%
“…where the first term is due to the flexural bending, the second term is for the kinetic energy resulting from the rotary inertia and the third is the result of adding the effects of pre-cone and pitch angles [30].…”
Section: Blade Structural Modelmentioning
confidence: 99%
“…where the first term is the strain energy of the blade due to flexural bending and the second term is the potential energy due to the centrifugal and gravitational forces [17,30]. Applying Hamilton's principle:…”
Section: Blade Structural Modelmentioning
confidence: 99%
See 1 more Smart Citation
“…M, C, and K in the left hand side of the equation represent the local mass, local damping, and local stiffness matrices. The parameter r represents the radius at each certain section from 1 to n. The undamaged local modal matrices are composed of elements of[10]:…”
mentioning
confidence: 99%