Study on crack propagation life of corrosion fatigue in orthotropic steel deck in steel bridges

Author:

Zeng YongORCID,Zhou Jing,Shu Haozheng,Zhang Xiaodong,Zhou Jianting

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference30 articles.

1. Concurrent multi-scale fatigue damage evolution simulation method for long-span steel bridges [J];Sun Bin;Int J Damage Mech,2017

2. A novel SAM/X-FEM coupling approach for the simulation of 3D fatigue crack growth under rolling contact loading [J];Florian;Finite Elem Anal Des,2022

3. Fatigue performance of roof and U-rib weld of orthotropic steel bridge deck with different penetration rates [J];Zhongqiu;J Bridg Eng,2017

4. Zhang Q, Bu Y, Li Q. Research progress on fatigue problems of orthotropic steel bridge decks[J]. Chinese Journal of highway, 2017, 30 (03): 14–30+39.

5. Fatigue evaluation of cable-stayed bridge steel deck based on predicted traffic flow growth [J];Zhongqiu;KSCE J Civ Eng,2017

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