2014
DOI: 10.1155/2014/684786
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Updating Finite Element Model of a Wind Turbine Blade Section Using Experimental Modal Analysis Results

Abstract: This paper presents selected results and aspects of the multidisciplinary and interdisciplinary research oriented for the experimental and numerical study of the structural dynamics of a bend-twist coupled full scale section of a wind turbine blade structure. The main goal of the conducted research is to validate finite element model of the modified wind turbine blade section mounted in the flexible support structure accordingly to the experimental results. Bend-twist coupling was implemented by adding angled … Show more

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Cited by 22 publications
(22 citation statements)
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“…However, the main problem here is the lack of effective technical solutions for supporting structures, although the literature on supports for offshore wind turbines provides descriptions of various foundation types, such as monopiles [7][8][9] [21], and supports with submerged displacement hulls, a so-called Tension Leg Platform (TLP) solution [22][23]. What is noteworthy is huge technological progress in the field of numerical simulations, supported by experimental tests [24][25][26][27][28][29][30][31][32][33][34][35][36][37]. Visible progress is also observed in technologies of structure production [38][39][40] and structure operation monitoring [41][42][43][44][45].…”
Section: Fig 2 Average Water Region Depth and Distance From The Seamentioning
confidence: 99%
“…However, the main problem here is the lack of effective technical solutions for supporting structures, although the literature on supports for offshore wind turbines provides descriptions of various foundation types, such as monopiles [7][8][9] [21], and supports with submerged displacement hulls, a so-called Tension Leg Platform (TLP) solution [22][23]. What is noteworthy is huge technological progress in the field of numerical simulations, supported by experimental tests [24][25][26][27][28][29][30][31][32][33][34][35][36][37]. Visible progress is also observed in technologies of structure production [38][39][40] and structure operation monitoring [41][42][43][44][45].…”
Section: Fig 2 Average Water Region Depth and Distance From The Seamentioning
confidence: 99%
“…[5], [11], [13], [15], [16], [17], [24]. These programs have been tested for their suitability for modeling composite spacer structures.…”
Section: Fig 9 Three-meter Long Validation Footbridge Segment With mentioning
confidence: 99%
“…More attention is being paid to reliability, durability and energy efficiency. For this purpose, specialized software using FEM and CFD methods [1,2,3,4,5,6,7] is used. With estimates of the analysis results, that for waters deeper than 50 meters, cost-effective solution is the use of floating structures.…”
Section: Introductionmentioning
confidence: 99%