Numerical study on the effects of stud degradation and stud arrangement on the fatigue performance of steel-UHPC composite decks
Author:
Funder
National Natural Science Foundation of China
China Postdoctoral Science Foundation
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference41 articles.
1. Fatigue classification of welded joints in orthotropic steel bridge decks;Kolstein,2007
2. Evaluation of cracking in the rib-to-deck welds of the bronx-whitestone bridge;Fisher;J Bridge Eng,2016
3. GPR-assisted evaluation of probabilistic fatigue crack growth in rib-to-deck joints in orthotropic steel decks considering mixed failure models;Heng;Eng Struct,2022
4. Fatigue behavior of orthotropic steel bridge stiffened with ultra-high performance concrete layer;Zhu;J Constr Steel Res,2019
5. Hot spot stress investigation on rib-to-deck-to-floor beam connections in UHPC reinforced OSDs;Cheng;J Constr Steel Res,2021
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Bending performance of prefabricated ultra-thin UHPC unit plate reinforced orthotropic steel bridge decks;Frontiers in Materials;2024-03-26
2. Effects of thermal properties on temperature field of UHPC structures under fire conditions;Construction and Building Materials;2024-01
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