Fatigue feature of structural high-strength rivets in ring flange connections of wind turbine towers
Civil Engineering|更新时间:2025-11-14
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Fatigue feature of structural high-strength rivets in ring flange connections of wind turbine towers
“Structural high-strength rivets exhibit excellent fatigue performance in the flange connection of wind turbine tower rings, and are expected to replace high-strength bolts, providing a more reliable solution for wind turbine tower connections.”
Journal of Civil and Environmental EngineeringVol. 47, Issue 2, Pages: 151-161(2025)
作者机构:
1.四川大学 土木工程系,成都 610065
2.深圳大学 土木与交通工程学院,广东 深圳518000
3.四川建筑职业技术学院,四川 德阳 618000
作者简介:
FAN Ke (1999- ), main research interest: fatigue performance of wind power connection, E-mail: 1056229776@qq.com.
HENG Junlin (corresponding author), PhD, research associate professor, E-mail: j.heng@szu.edu.cn.
基金信息:
National Natural Science Foundation of China(51878426;52208182);MOST Key Research and Development Plan(2022YFE0113600);Research Program of Deyang Science and Technology Office(2021JBJZ002)
FAN Ke,DAI Kaoshan,HENG Junlin,et al.Fatigue feature of structural high-strength rivets in ring flange connections of wind turbine towers[J].Journal of Civil and Environmental Engineering,2025,47(02):151-161.
FAN Ke,DAI Kaoshan,HENG Junlin,et al.Fatigue feature of structural high-strength rivets in ring flange connections of wind turbine towers[J].Journal of Civil and Environmental Engineering,2025,47(02):151-161. DOI: 10.11835/j.issn.2096-6717.2023.017.
Fatigue feature of structural high-strength rivets in ring flange connections of wind turbine towers