Evaluation of the Behavior of Steel–Concrete Composite Flush End-Plate Connections at Ambient Temperature and in a Fire Situation
Author:
Funder
Coordenação de Aperfeiçoamento de Pessoal de Nível Superior
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s13369-023-08505-1.pdf
Reference50 articles.
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2. Ataei, A.: Modelling of demountable steel–concrete composite connections: validation of finite element model and parametric study. J. Constr. Steel Res. 198, 107585 (2022). https://doi.org/10.1016/j.jcsr.2022.107585
3. Kumar, P.; Patnaik, A.; Chaudhary, S.: Effect of bond layer thickness on behaviour of steel–concrete composite connections. Eng. Struct. 177, 268–282 (2018). https://doi.org/10.1016/j.engstruct.2018.07.054
4. Kumar, P.; Patnaik, A.; Chaudhary, S.: A review on application of structural adhesives in concrete and steel–concrete composite and factors influencing the performance of composite connections. Int. J. Adhes. Adhes. 77, 1–14 (2017). https://doi.org/10.1016/j.ijadhadh.2017.03.009
5. He, X.; Ke, K.; Chen, Y.; Yam, M.C.H.; Shao, T.: An experimental study of steel–concrete composite connections equipped with fuse angles. J. Constr. Steel Res. 195, 107357 (2022). https://doi.org/10.1016/j.jcsr.2022.107357
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