Details
| Original language | English |
|---|---|
| Article number | 106955 |
| Journal | Journal of Constructional Steel Research |
| Volume | 187 |
| Early online date | 25 Sept 2021 |
| Publication status | Published - Dec 2021 |
Abstract
Geometrical imperfections are an important aspect for fatigue design of bolted ring flange connections, particularly for support structures of wind turbines. This paper deals with the validation of 3D FEA models including such imperfections. Measurements from a 1.5 MW onshore wind turbine tower are compared against numerical results from two independently built FE models. The results show that the effect of imperfections, which have only been measured at the tower manufacturer, can be qualitatively well predicted by the FEA model. Furthermore, the results from the two completely independent models are almost identical, giving confidence that results can be reproduced. Recommendations for building FEA models are given, such that designers wishing to use idealized or measured imperfections for design purposes have guidance.
Keywords
- Flange connection, Full-scale measurements, Imperfections, Tower, Wind turbine
ASJC Scopus subject areas
- Engineering(all)
- Civil and Structural Engineering
- Engineering(all)
- Building and Construction
- Engineering(all)
- Mechanics of Materials
- Materials Science(all)
- Metals and Alloys
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In: Journal of Constructional Steel Research, Vol. 187, 106955, 12.2021.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - Full-scale validation of FE models for geometrically imperfect flange connections
AU - Seidel, Marc
AU - Stang, Andre
AU - Wegener, Filip
AU - Schierl, Christopher
AU - Schaumann, Peter
N1 - Funding Information: The utilised experimental results were achieved within the research project “Fatigue loads of bolted ring flange connections of wind turbines” funded by the German Mechanical Engineering Research Forum (FKM) and the German Research Association of the Working Group of the Iron- and Metal-processing Industry e.V. (AVIF). The authors again thankfully acknowledge their former support forming the basis of this research work. At the Institute for Steel Construction (IfS), the current research work was conducted within the research project ‘German Research Facility for Wind Energy – DFWind’ (BMWi, funding sign: 0325936E). The authors from IfS thank the German Federal Ministry for Economic Affairs and Energy for funding this research work. Furthermore, the authors would like to acknowledge the contribution of the former M. Sc. Students Michael Störtkuhl and Aaron Mehlhose, who both supported this research work in the scope of their Master Thesis. Special thanks go to Karl-Heinz Hentschel, who was responsible for the measurements. Being able to successfully use measurement data 20 years after collection is a clear sign of the quality delivered.
PY - 2021/12
Y1 - 2021/12
N2 - Geometrical imperfections are an important aspect for fatigue design of bolted ring flange connections, particularly for support structures of wind turbines. This paper deals with the validation of 3D FEA models including such imperfections. Measurements from a 1.5 MW onshore wind turbine tower are compared against numerical results from two independently built FE models. The results show that the effect of imperfections, which have only been measured at the tower manufacturer, can be qualitatively well predicted by the FEA model. Furthermore, the results from the two completely independent models are almost identical, giving confidence that results can be reproduced. Recommendations for building FEA models are given, such that designers wishing to use idealized or measured imperfections for design purposes have guidance.
AB - Geometrical imperfections are an important aspect for fatigue design of bolted ring flange connections, particularly for support structures of wind turbines. This paper deals with the validation of 3D FEA models including such imperfections. Measurements from a 1.5 MW onshore wind turbine tower are compared against numerical results from two independently built FE models. The results show that the effect of imperfections, which have only been measured at the tower manufacturer, can be qualitatively well predicted by the FEA model. Furthermore, the results from the two completely independent models are almost identical, giving confidence that results can be reproduced. Recommendations for building FEA models are given, such that designers wishing to use idealized or measured imperfections for design purposes have guidance.
KW - Flange connection
KW - Full-scale measurements
KW - Imperfections
KW - Tower
KW - Wind turbine
UR - http://www.scopus.com/inward/record.url?scp=85115792706&partnerID=8YFLogxK
U2 - 10.1016/j.jcsr.2021.106955
DO - 10.1016/j.jcsr.2021.106955
M3 - Article
AN - SCOPUS:85115792706
VL - 187
JO - Journal of Constructional Steel Research
JF - Journal of Constructional Steel Research
SN - 0143-974X
M1 - 106955
ER -