Author:
Abdelbaset Hesham,Cheng Bin,Tian Liang,Li Hai-Ting,Zhao Jian
Funder
National Natural Science Foundation of China
China Scholarship Council
National Key Research and Development Program of China
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference46 articles.
1. Connor R, Fisher J, Gatti W, Gopalaratnam V, Kozy B, Leshko B, et al. Manual for design, construction, and maintenance of orthotropic steel deck bridges. Report no. FHWA-IF-12-027. Washington, D.C., USA: Federal Highway Administration; 2012.
2. Stringer longitudinal bending-induced fatigue failure of stringer-to-floor beam welded connections in orthotropic steel railway bridge decks;Cheng;J Bridg Eng,2019
3. Kolstein MH. Fatigue classification of welded joints in orthotropic steel bridge decks. PhD thesis, TU Delft; 2007.
4. Fatigue evaluation of rib-to-deck welded joint using averaged strain energy density method;Luo;Eng Struct,2018
5. Fatigue process of rib-to-deck welded joints of orthotropic steel decks;Wang;Theor Appl Fract Mech,2019
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