The Investigation of Various Flange Gaps on Wind Turbine Tower Bolt Fatigue Using Finite-Element Method

The Investigation of Various Flange Gaps on Wind Turbine Tower Bolt Fatigue Using Finite-Element Method

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...

Full description

Bibliographic Details
Main Authors: Mingxing Liu, Rongrong Geng, Jiaqing Wang, Yong Li, Kai Long, Wenjie Ding, Yiming Zhou
Format: Article
Language:English
Published: MDPI AG 2024-04-01
Series:Applied Sciences
Subjects:
wind turbine
flange gaps
bolt
finite element analysis
fatigue damage
Online Access:https://www.mdpi.com/2076-3417/14/9/3670

Internet

https://www.mdpi.com/2076-3417/14/9/3670

Similar Items