Numerical and machine learning modeling of GFRP confined concrete-steel hollow elliptical columns
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Publisher
Springer Science and Business Media LLC
Link
https://www.nature.com/articles/s41598-024-68360-4.pdf
Reference99 articles.
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2. Teng, J. G., Yu, T., Wong, Y. L. & Dong, S. L. Hybrid FRP–concrete–steel tubular columns: Concept and behavior. Constr. Build. Mater. 21, 846–854. https://doi.org/10.1016/j.conbuildmat.2006.06.017 (2007).
3. Teng, J. G., Yu, T. & Wong, Y. L. Hybrid FRP-concrete-steel double-skin tubular structural members. Adv. FRP Compos. Civ. Eng. https://doi.org/10.1007/978-3-642-17487-2_4 (2011).
4. Mo, X.-D., Zeng, W.-Q., Liao, J. & Zeng, J.-J. Flexural behavior of hybrid FRP-concrete-steel double-skin tubular beams with PBL shear connectors. Eng. Struct. 254, 113840. https://doi.org/10.1016/j.engstruct.2022.113840 (2022).
5. Zhang, L., Zhang, J., Chen, G. & Lin, G. Flexural behavior of hybrid FRP-recycled aggregate concrete-steel hollow beams. J. Constr. Steel Res. 200, 107650. https://doi.org/10.1016/j.jcsr.2022.107650 (2023).
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