Fatigue behavior evaluation of full-scale OSD-UHPC composite bridge deck system
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference65 articles.
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2. Analysis of an Orthotropic Deck Stiffened with a Cement-Based Overlay;Walter;J Bridg Eng,2007
3. Basic Performance of the Composite Deck System Composed of Orthotropic Steel Deck and Ultrathin RPC Layer;Shao;J Bridg Eng,2013
4. 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,2018
5. Experimental study on fatigue failure of rib-to-deck welded connections in orthotropic steel bridge decks;Cheng;Int J Fatigue,2017
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1. Cracking behavior of CA-UHPC overlay in steel-CA-UHPC composite bridge deck: Flexural tension test and restrained shrinkage effect;Cement and Concrete Composites;2024-09
2. A Novel Model for Shear Strength Prediction of a Steel–UHPC Composite Structure Considering Interface Friction;Journal of Structural Engineering;2024-08
3. Synergistic effects of interfacial friction on shear performance of stud-NSC composite connection;Structures;2024-08
4. Shear failure of stud-UHPC composite connection affected by interface friction;Engineering Failure Analysis;2024-05
5. Proactive strengthening of U-rib butt-welded joints in steel bridge decks using adhesively bonded Fe-SMA strips;Engineering Structures;2024-02
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