Mechanical Characteristics of Orthotropic Steel Bridge Decks with U-Rib Internal Welding
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12205-024-0357-4.pdf
Reference23 articles.
1. Ahmadivala M, Berthellemy J, Orcesi A, Mattrand C, Gayton N, Yalamas T (2022) A strategy for rib-to-deck crack propagation analysis and strengthening of orthotropic deck bridges. Engineering Failure Analysis 134:106057, DOI: https://doi.org/10.1016/j.engfailanal.2022.106057
2. Cao BY, Ding YL (2016) Influence analysis of plate thickness on welding residual stress of steel deck deck-rib. Journal of Southeast University (Natural Science Edition) 46(3):565–571, DOI: https://doi.org/10.3969/j.issn.1001-0505.2016.03.018 (in Chinese)
3. Chen SM, Yang Huang Y, Zhou C, Gu P (2019) Experimental and numerical study on fatigue performance of U-rib connections. Journal of Constructional Steel Research 163:105796, DOI: https://doi.org/10.1016/j.jcsr.2019.105796
4. Cui C, Bu Y, Li J, Zhang Q (2018) Distribution characteristics of welding residual stress at U deck-to-rib connection detail of steel box girder. Journal of Southwest Jiaotong University 2:260–265, DOI: https://doi.org/10.3969/j.issn.0258-2724.2018.02.006 (in Chinese)
5. Fan JQ (2020) Research on full penetration welding technology of U-rib fillet weld of orthotropic bridge deck. Welding Technology 49(11):41–45, DOI: https://doi.org/10.13846/j.cnki.cn12-1070/tg.2020.11.013 (in Chinese)
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