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This paper evaluates the fatigue resistance of butt-welded joints in wind turbine towers through a comparison of experimental and numerical studies. Small-scale and large-scale component fatigue tests were conducted on specimens with plate thicknesses up to 40 mm. Numerical simulations using the effective notch stress and crack propagation approaches were also performed to model the influence of weld geometry on fatigue resistance. The results from the experimental and numerical studies were found to be con
- Author
- afab
- Language
- EN