Stress Concentration Factor-Based Hot-Spot Stress Prediction Model for the Web-Gap Weld of Main Girder in Steel Truss Bridge
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-023-0331-6.pdf
Reference27 articles.
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2. Connor RJ, Lloyd JB (2017) Maintenance actions to address fatigue cracking in steel bridge structures: Proposed guidelines and commentary. Purdue University West Lafayette, Indiana, USA
3. Fisher JW (1984) Fatigue and fracture in steel bridges: Case studies. John Wiley and Sons, Inc., New York, USA
4. Fu ZQ, Ji BH, Kong XM, Chen X (2018) Effects of hammer peening on fatigue performance of roof and U-Rib welds in orthotropic steel bridge decks. Journal of Materials in Civil Engineering 30(11):04018306, DOI: https://doi.org/10.1061/(ASCE)MT.1943-5533.0002518
5. Funayama K, Sugimoto Y, Yamaguchi T, Suzuki Y, Sugiura K (2019) Study on effective reinforcement methods for fatigue cracks of floor beam which bolted to main structure. Journal of Structure Engineering 65:506–515, DOI: https://doi.org/10.11532/structcivil.65A.506 (in Japanese)
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1. Critical distance-based fatigue evaluation of welded joints in steel bridge under bending loading;Engineering Failure Analysis;2024-08
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