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Cai, B., Tong, J. & Fu, F. ORCID: 0000-0002-9176-8159 (2025). Bond performance of concrete reinforced with FRP bars under monotonic and fatigue loading. Proceedings of the Institution of Civil Engineers - Structures and Buildings, 178(1), pp. 27-46. doi: 10.1680/jstbu.23.00102

Cai, B., Lu, S. & Fu, F. ORCID: 0000-0002-9176-8159 (2024). Behavior of steel fiber-reinforced coal gangue concrete beams under impact load. Engineering Structures, 314, article number 118306. doi: 10.1016/j.engstruct.2024.118306

Cai, B., Li, K. & Fu, F. ORCID: 0000-0002-9176-8159 (2024). Theoretical analysis of the moment-curvature relationship of coal gangue concrete beams. Proceedings of the Institution of Civil Engineers - Structures and Buildings, 177(8), pp. 728-748. doi: 10.1680/jstbu.22.00066

Cai, B., Li, K. & Fu, F. ORCID: 0000-0002-9176-8159 (2023). Flexural behavior of steel fiber-reinforced coal gangue aggregate concrete beams. Structures, 52, pp. 131-145. doi: 10.1016/j.istruc.2023.03.172

Cai, B., Wang, S., Fu, F. ORCID: 0000-0002-9176-8159 , Duan, W. & Wang, L.view all authors (2023). Experimental Study on Steel-Fiber-Reinforced Scoria Aggregate Concrete Subjected to Freeze-Thaw Cycles and Then Exposure to Elevated Temperatures. Fire, 6(3), article number 119. doi: 10.3390/fire6030119

Cai, B., Lin, X., Fu, F. ORCID: 0000-0002-9176-8159 & Wang, L.view all authors (2022). Postfire residual capacity of steel fiber reinforced volcanic scoria concrete using PSO-BPNN machine learning. Structures, 44, pp. 236-247. doi: 10.1016/j.istruc.2022.08.012

Cai, B., Lv, N. & Fu, F. ORCID: 0000-0002-9176-8159 (2022). Flexural performance of polypropylene fiber reinforced scoria aggregate concrete beams after exposure to elevated temperatures. Journal of Performance of Constructed Facilities, 36(3), article number 04022015. doi: 10.1061/(ASCE)CF.1943-5509.0001716

Cai, B., Yu, T. & Fu, F. ORCID: 0000-0002-9176-8159 (2021). Residual stress-strain relationship of Scoria aggregate concrete with the addition of PP fiber after fire exposure. Fire journal, 4(4), article number 91. doi: 10.3390/fire4040091

Cai, B., Hu, W. & Fu, F. ORCID: 0000-0002-9176-8159 (2021). Numerical Analysis of Seismic Performances of Post-fire Scoria Aggregate Concrete Beam-column Joints. Fire, 4(4), article number 70. doi: 10.3390/fire4040070

Cai, B., Li, B. & Fu, F. ORCID: 0000-0002-9176-8159 (2020). Finite element analysis and calculation method of residual flexural capacity of post-fire RC beams. International Journal of Concrete Structures and Materials, 14(1), article number 58. doi: 10.1186/s40069-020-00428-7

Cai, B., Pan, G-L. & Fu, F. ORCID: 0000-0002-9176-8159 (2020). Prediction of the Postfire Flexural Capacity of RC Beam Using GA-BPNN Machine Learning. Journal of Performance of Constructed Facilities, 34(6), article number 4020105. doi: 10.1061/(asce)cf.1943-5509.0001514

Cai, B., Zhang, B. & Fu, F. ORCID: 0000-0002-9176-8159 (2020). Post-fire reliability analysis of concrete beams retrofitted with polymers: a new approach. Proceedings of the Institution of Civil Engineers: Structures and Buildings, 173(11), pp. 888-902. doi: 10.1680/jstbu.19.00037

Cai, B., Hao, L. & Fu, F. ORCID: 0000-0002-9176-8159 (2020). Postfire reliability analysis of axial load bearing capacity of CFRP retrofitted concrete columns. Advances in Concrete Construction, 10(4), pp. 289-299. doi: 10.12989/acc.2020.10.4.289

Cai, B., Wu, A. & Fu, F. ORCID: 0000-0002-9176-8159 (2020). Bond behavior of PP fiber-reinforced cinder concrete after fire exposure. Computers and Concrete, An International Journal, 26(2), pp. 115-125. doi: 10.12989/cac.2020.26.2.115

Cai, B., Pan, G. & Fu, F. ORCID: 0000-0002-9176-8159 (2020). Prediction of the post-fire flexural capacity of RC beam using GA-BPNN Machine Learning. Journal of Performance of Constructed Facilities, 34(6), article number 04020105. doi: 10.1061/(ASCE)CF.1943-5509.0001514

Cai, B., Long-Fei, X. & Fu, F. ORCID: 0000-0002-9176-8159 (2019). Shear Resistance Prediction of post-fire reinforced concrete beams using artificial neural network. International Journal of Concrete Structures and Materials, 13(1), article number 46. doi: 10.1186/s40069-019-0358-8