Experimental and Numerical Study on Flexural Performance of a Novel Steel-Encased Concrete Composite Beam
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-021-1196-1.pdf
Reference33 articles.
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2. Ban H, Bradford MA (2013) Flexural behaviour of composite beams with high strength steel. Engineering Structures 56:1130–1141, DOI: https://doi.org/10.1016/j.engstruct.2013.06.040
3. Baran E, Topkaya C (2014) Behavior of steel-concrete partially composite beams with channel type shear connectors. Journal of Constructional Steel Research 97:69–78, DOI: https://doi.org/10.1016/j.jcsr.2014.01.017
4. Chen LH, Li ST, Zhang HY, Wu XF (2018) Experimental study on mechanical performance of checkered steel-encased concrete composite beam. Journal of Constructional Steel Research 143:223–232, DOI: https://doi.org/10.1016/j.jcsr.2017.12.021
5. Faella C, Martinelli E, Nigro E (2003) Shear connection nonlinearity and deflections of steel-concrete composite beams: A simplified method. Journal of Structural Engineering 129(1):12–20, DOI: https://doi.org/10.1061/(ASCE)0733-9445(2003)129:1(12)
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