Study on in-plane double-crack propagation in the rib-to-deck welded toe of steel-bridge
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference37 articles.
1. Fatigue classification of welded toe in orthotropic steel bridge decks;Kolstein;ICASS,2009
2. Overview fatigue phenomenon in orthotropic bridge decks in the Netherlands;Jong,2004
3. Fatigue life evaluation for deck-rib welding details of orthotropic steel deck integrating mean stress effects;Cao;J.Bridge.Eng,2019
4. Multiscale fatigue damage evolution in orthotropic steel deck of cable-stayed bridges;Cui;Eng.Struct.,2021
5. A strategy for rib-to-deck crack propagation analysis and strengthening of orthotropic deck bridges;Ahmadivala;Eng.Fail.Anal.,2022
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1. Effect of crack-inclusion interaction on fatigue behavior of rib-to-deck joints in orthotropic steel deck;Case Studies in Construction Materials;2024-12
2. Optimization design of main hinge joint structure based on weld failure analysis;Engineering Failure Analysis;2024-09
3. Multi-crack propagation analysis of double-side welded rib-to-deck joint in orthotropic steel decks;Journal of Constructional Steel Research;2024-07
4. Fatigue analysis and strengthening measure for longitudinal steel truss diaphragms in a cable-stayed bridge;Advances in Structural Engineering;2024-06-11
5. Ultrasonic penetration method for weld root crack in orthotropic steel decks: differentiation and quantitative recognition;Measurement Science and Technology;2024-03-12
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