Fatigue Performance of Rib-to-Deck Double-Sided Weld Joint of Orthotropic Steel Deck on Plate Girder Railway Bridges
This research work presents the stress behavior of rib-deck weld joints in Orthotropic Steel Deck (OSD) railway bridges. It is essential to determine the most vulnerable load mode of the wheels for fatigue failure of OSD bridges and to improve the fatigue resistance of the welded rib-deck connection...
Main Authors: | Radha Krishna Amritraj, Shambhu Sharan Mishra |
---|---|
Format: | Article |
Language: | English |
Published: |
D. G. Pylarinos
2023-08-01
|
Series: | Engineering, Technology & Applied Science Research |
Subjects: | |
Online Access: | https://etasr.com/index.php/ETASR/article/view/5994 |
Similar Items
-
Effective Notch-Stress-Based Stress Concentration Factors of the Rib–Deck Weld in Orthotropic Steel Decks Considering the Effect of Asphalt Surfacing
by: Qiudong Wang, et al.
Published: (2023-10-01) -
Optimizing rib width to height and rib spacing to deck plate thickness ratios in orthotropic decks
by: Abdullah Fettahoglu
Published: (2016-12-01) -
Built-Up Closed-Rib Steel Orthotropic Bridge Decks
by: Sufian H. Natsheh, et al.
Published: (2022-10-01) -
The Evolution of Residual Stress in Rib-Diaphragm Joints of Orthotropic Steel Decks Subjected to Thermal Cutting and Welding
by: Yongming Xiong, et al.
Published: (2020-08-01) -
Fatigue Reliability Assessment for Orthotropic Steel Bridge Decks Considering Load Sequence Effects
by: Jun-Hong Xu, et al.
Published: (2021-05-01)