Author:
Jin Zhan,Li Zhijuan,Wang Junxi
Abstract
In view of the currently widely-used orthotropic steel deck (OSD), the problems of fatigue damage of the bridges are summarized based on the analysis of OSD fatigue damage of the related research results. From two aspects: local reinforcement measures and integral reinforcement measures, this paper discusses the principles of some techniques in this field, as well as the existing advantages and deficiencies of each technique. This paper also provides suggestions and directions for future research: To establish and improve the industry standards of OSD fatigue, which is conducive to the innovation and development of related technologies; Multidimensional cooperation associated with other fields is conducted to explore new ideas and technologies for fatigue damage reinforcement of OSDs.
Publisher
Darcy & Roy Press Co. Ltd.
Reference16 articles.
1. Deng Wenzhong. New Idea of Orthotropic plate steel Surface Bridge [J]. Selected Edition of Bridge Journal, 2009, 38-45.
2. Ji Bohai. Fatigue Life Evaluation of U-rib Butt Weld of Orthotropic Steel Bridge Deck [J]. Journal of Chongqing Jiaotong University, 2015, 16-21.
3. Wang Chunsheng, Zhai Musai, Duan Lan, et al. Cold Reinforcement and Evaluation of Steel Bridges with Fatigue Cracks [J], Journal of Bridge Engineering, 2018, 23(4): 04018014.
4. Sofia Teixeira de Freitas, Henk Kolstein, Frans Bijlaard. Fatigue behaviour of bonded and sandwich systems for strengthening orthotropic bridge decks [J], Composite Structures, 2013, 97: 117-128.
5. Sofia Teixeira de Freitas, Henk Kolstein, Frans Bijlaard. Lightweight Reinforcement Systems for Fatigue-Cracked Orthotropic Bridge Decks [J], Structural Engineering International, 2012 23(4), 458-467.