Experimental and Numerical Investigation of Welding Residual Stress of U-Rib Joints in Orthotropic Steel Bridge Decks
The residual stresses at U-rib joints have a significant adverse impact on the structure. Therefore, it is necessary to conduct research and analysis on their residual stresses. Based on experimental testing and thermal elastic-plastic finite element analysis (FEA), this study investigates the resid...
Saved in:
Main Authors: | Zhiqiang Huang, Wenxue Su, Jun Shi, Tao Li, Hongyou Cao |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2025-01-01
|
Series: | Buildings |
Subjects: | |
Online Access: | https://www.mdpi.com/2075-5309/15/2/262 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Bending performance and design of reinforced concrete ribbed bridge deck slabs retrofitted with steel-plate reinforcement
by: Jianshuai Liu, et al.
Published: (2025-01-01) -
Deep learning models for analysis of non‐destructive evaluation data to evaluate reinforced concrete bridge decks: A survey
by: Dayakar Naik Lavadiya, et al.
Published: (2025-01-01) -
Morphology of Welding Fume Derived from Stainless Steels Arc Welding
by: J. Wyciślik-Sośnierz, et al.
Published: (2024-12-01) -
Analytical solution for the problem of pure bending of orthotropic micropolar plate
by: Damjan Jurković, et al.
Published: (2024-12-01) -
EXPERIMENTAL INVESTIGATION OF THE BEHAVIOR OF COLUMN BASE CONNECTIONS WITH CONCENTRICALLY WELDED ANCHOR RODS USING DIGITAL IMAGE CORRELATION METHOD
by: I. Karami, et al.
Published: (2024-12-01)