Fatigue strength and crack growth of double-side welded rib-to-deck joint in orthotropic steel decks
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference43 articles.
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2. Strain energy-based fatigue life evaluation of deck-to-rib welded joints in OSD considering combined effects of stochastic traffic load and welded residual stress;Cui;J. Bridg. Eng.,2017
3. Fatigue evaluation of rib-to-deck welded joint using averaged strain energy density method;Luo;Eng. Struct.,2018
4. Development of a fatigue experiment for the stiffener-to-deck plate connection in orthotropic steel decks;Nagy;Int. J. Steel Struct.,2017
5. Effect of weld penetration on fatigue life;Deshmukh;Proc. Eng.,2014
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1. A modified physics-informed neural network to fatigue life prediction of deck-rib double-side welded joints;International Journal of Fatigue;2024-12
2. Effect of crack-inclusion interaction on fatigue behavior of rib-to-deck joints in orthotropic steel deck;Case Studies in Construction Materials;2024-12
3. Fatigue performance of innovative open-rib orthotropic steel deck for super-long suspension bridge;Journal of Constructional Steel Research;2024-11
4. Fatigue performance of deck-rib double-side welded joints considering asymmetric stress cycling;Journal of Constructional Steel Research;2024-10
5. Multi-crack propagation analysis of double-side welded rib-to-deck joint in orthotropic steel decks;Journal of Constructional Steel Research;2024-07
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