Study on Fire Resistance of Prefabricated Demountable Composite Beams Using Bolted Shear Connectors
Author:
Funder
Engineering and Physical Sciences Research Council
Publisher
Springer Science and Business Media LLC
Subject
Safety, Risk, Reliability and Quality,General Materials Science,Building and Construction
Link
https://link.springer.com/content/pdf/10.1007/s10694-023-01533-1.pdf
Reference43 articles.
1. Hu B, Wang J (2017) Experimental investigation and analysis on flexural behavior of CFSTTC beams. Thin Wall Struct 116:277–290. https://doi.org/10.1016/j.tws.2017.03.024
2. Liu X, Bradford MA, Ataei A (2017) Flexural performance of innovative sustainable composite steel-concrete beams. Eng Struct 130:282–296. https://doi.org/10.1016/j.engstruct.2016.10.009
3. Wan Z, Fang Z, Liang L, He S, Sun X (2022) Structural performance of steel–concrete composite beams with UHPC overlays under hogging moment. Eng Struct. https://doi.org/10.1016/j.engstruct.2022.114866
4. Deng XF, Dong TF, Fu F, Weng YH (2022) Resilience of prefabricated concrete frames using hybrid steel-concrete composite connections. J Build Eng. https://doi.org/10.1016/j.jobe.2022.105119
5. Xiong G, Li W, Wang X, Liu J, Bai Y, Chen YF (2022) Flexural behavior of prefabricated high-strength steel-concrete composite beams with steel block connectors. J Constr Steel Res 197:107507
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