代表性论文及论著
[1] 白玉磊、 戴建国、韩强(2023).大应变FRP约束混凝土柱理论及应用(学术专著).中国建筑工业出版社,ISBN: 978-7-112-28351-4.
[2]Bai, Y.L., Dai, J.G., Mohammadi, M., Lin, G., Mei, S.J. (2019). Stiffness-based design-oriented compressive stress-strain model for large rupture-strain (LRS) FRP-confined concrete. Composite Structures, 223: 110953.
[3]Bai, Y.L., Yang, H.L., Mohammadi, M., Dai, J.G.. (2023). 3D FE analysis for buckling behavior of longitudinal reinforcement embedded in LRS FRP-confined concrete under axial compression. Composite Structures. 2023;312: 116857.
[4]Bai, Y.L., Zhang, Y.F., Jia, J.F., Mei, S.J., Han, Q., Dai, J.G. (2022). Simplified plasticity damage model for large rupture strain (LRS) FRP-confined concrete. Composite Structures, 280: 114916.
[5] Bai, Y.L., Yan, Z.W., Ozbakkaloglu, T., Han, Q., Dai, J.G., Zhu, D. J. (2020). Quasi-static and dynamic tensile properties of large-rupture-strain (LRS) polyethylene terephthalate fiber bundle. Construction and Building Materials, 232: 117241.
[6] Bai, Y.L., Mei, S.J., Chan, C.W., Li, Q.Q. (2021). Compressive behavior of large-size square PEN FRP-concrete-steel hybrid multi-tube concrete columns. Engineering Structures, 246: 113017.
[7] Mei, S.J., Bai, Y.L.*, Dai, J.G., Han, Q. (2023). Seismic behaviour of shear critical square RC columns strengthened by large rupture strain FRP. Engineering Structures, 2023, 280: 115679.
[8] Bai, Y.L., Zhang, Y.F., Jia, J.F., Han, Q., Du, X.L., Ozbakkaloglu, T. (2022). Compressive Behavior of Large-Scale PEN and PET FRP–Confined RC Columns with Square Cross Sections. Journal of Composites for Construction-ASCE, 26 (4): 04022034.
[9] Bai, Y.L., Zhang, Y.F., Sun, P.X., Dai, J.G., Ozbakkaloglu, T. (2023) Experimental and Numerical Study on Seismic Performance of PEN FRP-Jacketed Circular RC Columns. Journal of Composites for Construction-ASCE. 2023;27 (2): 04023001.
[10] Jia, J.F., Wei, B., Bai, Y.L.*, Wu, S.W., Zhang, K.D., Guo, Y. (2022). Seismic Performance of Precast Segmental Bridge Columns Reinforced with Both Stainless-Steel Bars and GFRP Bars. Journal of Bridge Engineering-ASCE, 27(1): 04021100.