Distortional buckling analysis of steel-concrete composite box beams considering effect of stud rotational restraint under hogging moment
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-022-5130-6.pdf
Reference30 articles.
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2. ZHU Zhi-hui, ZHANG Lei, BAI Yu, et al. Mechanical performance of shear studs and application in steel-concrete composite beams [J]. Journal of Central South University, 2016, 23(10): 2676–2687. DOI: https://doi.org/10.1007/s11771-016-3329-0.
3. VRCELJ Z, BRADFORD M A. Inelastic restrained distortional buckling of continuous composite T-beams [J]. Journal of Constructional Steel Research, 2009, 65(4): 850–859. DOI: https://doi.org/10.1016/j.jcsr.2008.05.002.
4. CHANG Guang-li, MENG Yan-yu, NIU Bo-yu. Research of cracking moment in negative moment area of the steel-concrete continuous beam [C]//Proceedings of the 7th International Conference on Education, Management, Information and Mechanical Engineering (EMIM 2017). Shenyang, China; Paris, France: Atlantis Press, 2017. DOI: https://doi.org/10.2991/emim-17.2017.274.
5. LIAO Wen-yuan, LIU De-wen, DAI Bi-hui. Analysis of uplift force of steel-concrete composite beams under negative moment [C]//Proceedings of the 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017). Shenzhen, China; Paris, France: Atlantis Press, 2018. DOI: https://doi.org/10.2991/ifeesm-17.2018.28.
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