Flexural Behaviour of Cold-Formed Steel Built-Up Beams Using Sigma and Channel Sections
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-6233-4_8
Reference15 articles.
1. Zhen N, YQ Li (2016) Material properties of cold-rolled thin-walled steel plates at elevated temperatures. In: Proceedings of international speciality conference on cold-formed steel structures
2. Xu L, Sultana P, Zhou X (2009) Flexural strength of cold-formed steel built-up box sections. Thin-Walled Struct 47:807–815
3. Li YL, Li YQ, Zen Z-Y (2016) Investigation on flexural strength of cold-formed thin-walled steel beams with built-up box section. Thin-Walled Struct 107:66–79
4. Anbarasu M (2019) Simulation of flexural behaviour and design of cold-formed steel closed built-up beams composed of two sigma sections for local buckling. Eng Struct 191:549–562
5. Wang C, Li SS, Zhang Z, Qian H, Quo Y (2022) Experiments on perforated cold-formed built-up I-section beam-columns with longitudinal web and complex edge stiffeners. Structures 38:765–780
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