Study on Quantitative Evaluation Method for Local Buckling of Flange of H-Section Steel Beam by Micro Strain Amplitude Measurement
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Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-03811-2_14
Reference3 articles.
1. Yang L et al (2017) Research on interactive buckling behavior of welded steel box-section columns. Thin-Walled Struct 115:34–47
2. Wang J et al (2016) Flexural behaviour of hot-finished high strength steel square and rectangular hollow sections. J Constr Steel Res 121:97–109
3. Iyama J, Fukushima Y, Hasegawa T, Nakagawa H, Kaneshiro Y (2021) Detection of beam-end fracture in steel members based on local stiffness calculated by strain response. Eng Struct. https://doi.org/10.1016/j.engstruct.2021.112419
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