Behaviour of High Strength Steel Circular Hollow Section Subjected to Torsion—A Finite Element Study
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-4665-5_8
Reference14 articles.
1. Hu YF, Xiao M, Chung KF, Ban H, Nethercot DA (2022) Experimental investigation into high strength S690 cold-formed circular hollow sections under compression. J Constr Steel Res 194:107306. https://doi.org/10.1016/j.jcsr.2022.107306
2. Ma J-L, Chan T-M, Young B (2016) Experimental investigation on stub-column behavior of cold-formed high-strength steel tubular sections. J Struct Eng 142:4015174. https://doi.org/10.1061/(asce)st.1943-541x.0001456
3. Kc A, Javidan F (2021) Circular hollow compression members of grade 1200 steel: experiments and design. Aust J Struct Eng 22:73–83. https://doi.org/10.1080/13287982.2021.1889089
4. Chen J, Chan T-M, Varma AH (2020) Stub column behavior of cold-formed high-strength steel circular hollow sections under compression. J Struct Eng 146:04020277. https://doi.org/10.1061/(asce)st.1943-541x.0002828
5. Pournara AE, Karamanos SA, Mecozzi E, Lucci A (2017) Structural resistance of high-strength steel CHS members. J Constr Steel Res 128:152–165. https://doi.org/10.1016/j.jcsr.2016.08.003
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