Fatigue Performance Evaluation of K-Type Joints in Long-Span Steel Truss Arch Bridge
The K-type joint, which consists of the web members and the chord members with varied angles welded together, has been widely adopted in long-span steel truss bridges. However, its fatigue performance has been rarely considered, despite its critical role in bridge structural safety and durability. A...
Main Authors: | Peng Liu, Hongping Lu, Yixuan Chen, Jian Zhao, Luming An, Yuanqing Wang |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2022-10-01
|
Series: | Metals |
Subjects: | |
Online Access: | https://www.mdpi.com/2075-4701/12/10/1700 |
Similar Items
-
Fatigue Analysis of Long-Span Steel Truss Arched Bridge Part II: Fatigue Life Assessment of Suspenders Subjected to Dynamic Overloaded Moving Vehicles
by: Peng Liu, et al.
Published: (2022-06-01) -
Research on the Mechanical Performance of a Mountainous Long-Span Steel Truss Arch Bridge with High and Low Arch Seats
by: Yao Tan, et al.
Published: (2023-12-01) -
Multiaxial Fatigue Assessment for the Hanger Deck Connection of a High-Speed Steel-Truss-Arch Railway Bridge
by: Yongsheng Song, et al.
Published: (2021-01-01) -
Fatigue Analysis of Long-Span Steel Truss Arched Bridge Part I: Experimental and Numerical Study of Orthotropic Steel Deck
by: Peng Liu, et al.
Published: (2022-06-01) -
Research on Optimal Arch Rib Inclination of Large Span Highway CFST through Arch Bridge
by: Zengwu Liu, et al.
Published: (2023-05-01)