Numerical Investigation of the Strengthening Method by Circumferential Prestressing to Improve the Fatigue Life of Embedded-Ring Concrete Foundation for Onshore Wind Turbine Tower
An embedded-ring foundation connected to the steel tower above it by inserting the steel ring into the concrete foundation is a traditional and widely used form for wind turbine towers. An insufficiently embedded depth of the steel ring leads to stress concentration on the corner of the concrete abo...
Main Authors: | Junling Chen, Yiqing Xu, Jinwei Li |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2020-01-01
|
Series: | Energies |
Subjects: | |
Online Access: | https://www.mdpi.com/1996-1073/13/3/533 |
Similar Items
-
Strengthening Mechanism of Studs for Embedded-Ring Foundation of Wind Turbine Tower
by: Junling Chen, et al.
Published: (2021-01-01) -
Experimental study on large-scale compression members strengthened with circumferential prestressed CFRP plate
by: Xiaoying Chen, et al.
Published: (2024-03-01) -
Prestressed concrete foundation and ground anchors/
by: Maxweel-Cook, Paul V., et al.
Published: (1974) -
Research on the strengthening and retrofitting methods of existing wind turbine foundations with embedded‐ring
by: Wenming Wang, et al.
Published: (2023-12-01) -
The use of prestressing in foundation strengthening at York Minster : paper presented at the Sixth International Congress of the Federation Internationale de la Precontrainte,Prague,June 1970/
by: 179477 Dowrick, David J., et al.
Published: (1970)