纤维复合材料（FRP）加固混凝土结构

高性能材料与新型结构

桥梁性能评估与加固

2003.09-2007.07，大连理工大学土木水利学院 学士 土木工程专业

2007.09-2009.12，大连理工大学土木水利学院 硕士 结构工程专业

2010.03-2014.02， 香港理工大学土木工程系  博士 结构工程专业

2014.09-2019.12  北京工业大学 讲师 副教授 硕士生导师

2020.01至今        北京工业大学 副教授 博士生导师

担任中国建筑学会建筑结构分会新材料及新型结构专业委员会、再生混凝土专业委员会委员。 担任Journal of Composites for Construction (ASCE)，Composite Structures，Construction and Building Materials，Advances in Structural Engineering，Journal of Reinforced Plastics and Composites (SAGE)，Structural Concrete,中国公路学报，复合材料学报等期刊审稿人。

本科生教学：《结构设计原理》（道桥方向）

研究生教学：《土木工程复合材料与结构 》(英文)

1. 国家自然科学基金面上项目：基于大应变FRP加固的RC桥墩抗冲击性能研究。在研。

2. 国家自然科学基金青年项目：FRP约束钢筋混凝土柱中FRP与钢筋相互作用机理：试验和理论研究。 已结题。

1. Dai, J.G. and Bai, Y. L. (2014), Large Rupture Strain (LRS) Fibre-Reinforced Polymer (FRP) Composites for Seismic Retrofit of Reinforced Concrete (RC) Piers, Chapter 5, Advanced Composites for Bridge Construction, Edited by Y. J. Kim., Woodhead Publishing, 117-139.

2. Bai, Y.L., Dai, J. G., and Ozbakkaloglu,T. (2017) Cyclic Stress-Strain Model Incorporating Buckling Effect for Steel Reinforcing Bars Embedded in FRP-Confined Concrete. Composite Structures. 182,54-66.

3. Bai, Y.L., Dai, J. G., and Teng,J.G. (2017). Buckling of Steel Reinforcing Bars in FRP-Confined RC Columns: An Experimental Study. Construction and Building Materials, 140,403-415.

4. Bai, Y.L., Dai, J. G., and Teng,J.G. (2017). Monotonic stress-strain behavior of steel rebars embedded in FRP-confined concrete including buckling. Journal of Composites for Construction, ASCE, 21(5), 04017043.

5. Bai, Y.L., Dai, J. G., and Teng, J.G. (2014). Cyclic Compressive Behavior of Concrete Confined with Large Rupture Strain FRP Composites. Journal of Composites for Construction, ASCE. 18(1), 04013025.

6. Dai,J. G., Bai, Y.L and Teng, J.G.(2011), Behavior and Modeling of Concrete Confined with FRP Composites of Large Deformability, Journal of Composites for Construction, ASCE, 15(6), 963-973.

7. Bai Y L, Dai J G, Mohammadi M, Guan Lin, and Shi-Jie Mei. (2019). Stiffness-based design-oriented compressive stress-strain model for large-rupture-strain (LRS) FRP-confined concrete. Composite Structures, 2019, 223: 110953.

8. 董慧慧，白玉磊*，韩强，杜修力(2017). 新型SCEB力学性能及其在双柱式桥梁结构中的应用.中国公路学报，2017,30,12,197-204.

9.  Wang G L, Dai J G, Bai Y L. (2019). Seismic retrofit of exterior RC beam-column joints with bonded CFRP reinforcement: An experimental study. Composite Structures, 224: 111018.

10. Bai, Y.L., Yan Z.W, Ozbakkaloglu T, Qiang Han, Jian-Guo Dai, and De-Ju Zhu. (2020). Quasi-static and dynamic tensile properties of large-rupture-strain (LRS) polyethylene terephthalate fiber bundle. Construction and Building Materials, 232: 117241.