An experimental and numerical study on the behavior of a continuous orthotropic bridge deck with sandwich construction
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference15 articles.
1. Influence of local geometric parameters on fatigue performance of orthotropic steel deck;Song;J. Cent. South Univ.,2014
2. Effect of cross-beam on stresses revealed in orthotropic steel bridges;Fettahoglu;Steel Compos. Struct.,2015
3. Research of stress concentration and retrofitted methods for orthotropic steel bridge decks;Zhang;Adv. Mater. Res.,2011
4. Stress analyses and parametric study on full-scale fatigue tests of rib-to-deck welded joints in steel orthotropic decks;Sim;J. Bridge Eng.,2012
5. Stress distribution on the real corrosion surface of the orthotropic steel bridge deck;Kainuma;Steel Compos. Struct.,2015
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3. Research on fatigue performance and optimal design of steel-UHPC composite slab;Structures;2022-09
4. Modeling of fatigue failure mode in U‐rib to deck joints in orthotropic bridge structures;Fatigue & Fracture of Engineering Materials & Structures;2022-06-27
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