Evaluation and upgrading web-gap distortion retrofits in steel girder bridges
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s40091-019-00240-y.pdf
Reference19 articles.
1. Alavi AH, Hasni H, Jiao P, Borchani W, Lajnef N (2017) Fatigue cracking detection in steel bridge girders through a self-powered sensing concept. J Constr Steel Res 128:19–38
2. Alemdar F, Nagati D, Matamoros A, Bennett C, Rolfe S (2013a) Repairing distortion-induced fatigue cracks in steel bridge girders using angles-with-plate retrofit technique. I: physical simulations. J Struct Eng 140(5):04014003
3. Alemdar F, Overman T, Matamoros A, Bennett C, Rolfe S (2013b) Repairing distortion-induced fatigue cracks in steel bridge girders using angles-with-plate retrofit technique. II: computer simulations. J Struct Eng 140(5):04014004
4. Aygül M, Al-Emrani M, Barsoum Z, Leander J (2014) Investigation of distortion-induced fatigue cracked welded details using 3D crack propagation analysis. Int J Fatigue 64:54–66
5. Dexter RJ, Ocel JM (2013) Manual for repair and retrofit of fatigue cracks in steel bridges. FHWA publication no. FHWA-IF-13-020
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1. Hilbert transform and spectral kurtosis based approach in identifying the health state of retrofitted old steel truss bridge;World Journal of Engineering;2021-06-24
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