The Investigation of Various Flange Gaps on Wind Turbine Tower Bolt Fatigue Using Finite-Element Met...
The Investigation of Various Flange Gaps on Wind Turbine Tower Bolt Fatigue Using Finite-Element Method
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Basel: MDPI AG
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Language
English
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Basel: MDPI AG
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Upon careful examination, numerous wind turbine collapses can be attributed to the failure of the tower bolts. Nowadays, the Schmidt–Neuper algorithm is extensively accepted in wind turbine tower bolt design. It is not advisable to utilize the finite-element method, notwithstanding the effect of the flange gap. To quantitatively investigate the inf...
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The Investigation of Various Flange Gaps on Wind Turbine Tower Bolt Fatigue Using Finite-Element Method
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TN_cdi_doaj_primary_oai_doaj_org_article_2908baaacad946799dd0de5c8809d9ed
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https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_2908baaacad946799dd0de5c8809d9ed
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ISSN
2076-3417
E-ISSN
2076-3417
DOI
10.3390/app14093670
