Effect of UHPC strengthening layer on static and fatigue performance of upper cutouts in orthotropic steel decks

Author:

Wang Yang,Cao Junhui,Shao Xudong,Mao Qiyuan,Qu Zhihao

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference57 articles.

1. Renovation Techniques for Fatigue Cracked Orthotropic Steel Bridge Decks;Jong,2006

2. Fatigue performance of rib-to-deck joints in orthotropic steel decks with thickened edge U-ribs;Heng;J. Bridg. Eng.,2017

3. Parametric study and fatigue life evaluation using effective notch stress approach for rib-to-deck welded joints in orthotropic steel decks;Cao;J. Perform. Constr. Facil.,2021

4. Effects of residual stresses on fatigue crack propagation of an orthotropic steel bridge deck;Berg;Mater. Des.,2021

5. Fatigue life evaluation of deck to U-rib welds in orthotropic steel deck integrating weldment size effects on welding residual stress;Jiang;Eng. Fail. Anal.,2021

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