Reinforcement Effect of Steel Plates After Cracking on Both Sides of Diaphragm-to-Rib Welded Joint in Orthotropic Steel Decks
Author:
Funder
National Key Research and Development Program of China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40996-024-01380-2.pdf
Reference23 articles.
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2. Berg NVD, Xin H, Veljkovic M (2020) Effects of residual stresses on fatigue crack propagation of an orthotropic steel bridge deck. Mater Des 198:109294. https://doi.org/10.1016/j.matdes.2020.109294
3. BSI (2005) BS 7910–2005: Guide to methods for assessing the acceptability of flaws in metallic structures. BSI. London, UK.
4. El-tahan M, Dawood M, Song G (2015) Development of a self-stressing NiTiNb shape memory alloy (SMA) /fiber reinforced polymer(FRP) patch. Smart Mater Struct 24(6):1–21. https://doi.org/10.1088/0964-1726/24/6/065035
5. Fang L, Fu ZQ, Wang YX et al (2019) Effect of fatigue crack maintenance on uncracked side stress of steel bridge deck diaphragm. J Nanchang Univ (eng Technol) 41(04):336–344 (In Chinese)
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