杨晓强

博士 副研究员  硕导

杨晓强，男，1991年3月出生于浙江省湖州市。

2020.9至今 必赢76net线路  土木工程   助理研究员、副研究员

2023.7至今    香港理工大学      土木与环境工程    博士后（合作导师：毕凯明）

2018.3 ~ 2019.3    Purdue University   土木工程      访问学者（合作导师：Amit Varma教授）

2014.9 ~ 2020.7   哈尔滨工业大学  结构工程  工学博士 （导师：张素梅/杨华 教授）

2010.9 ~ 2014.7   哈尔滨工业大学  土木工程  工学学士

钢-混凝土组合结构

高性能结构与海工结构

材料动力性能

结构抗冲击

国家自然科学基金委，青年科学基金项目, 高强方钢管超高性能混凝土构件抗冲击性能及设计理论研究, 52108122, 2022.1 - 2024.12, 主持, 在研。

福建省科技厅，福建省自然科学基金青创项目, 高强型钢超高性能混凝土构件抗侧向冲击性能及设计, 2022J05022, 2022.8 - 2025.8, 主持, 在研。

必赢76net线路引进人才科研启动项目, 高强方钢管UHPC构件抗轴向冲击性能及剩余承载力研究, 2020.10 - 2022.9, 主持, 结题。

1. Yang X, Zhang Z, Lai Z*, Chen J, Zhang C. Residual behavior of UHPC-filled Q690 high-strength steel tubular members after axial impact. Engineering Structures 2024; 309: 118065.

2. 杨晓强, 张强, 赖志超*, 等.高强方钢管UHPC构件轴向冲击与冲击后剩余性能.中国公路学报2024; 37(5): 234-245.

3. Lai Z, Huang J, Yang X*, Yan J, Shi Y, Zhang C. Eccentric compressive behavior and design of high-strength CFST columns with embedded GFRP tubes. Engineering Structures 2024; 320: 118903.

4. Zhang H, Zhao Q, Chen Y, Fang X, Yang Z, Yang X*. Analytical model for flexural-torsional coupling behavior of prestressed corrugated steel-concrete composite girders. Engineering Structures 2024; 319: 118817.

5. Zhang H, Zhao Q, Xiao F, Chen Y, Yang X*. Improved softened truss model for prestressed concrete composite box girders with corrugated steel webs under pure torsion. Engineering Structures 2024; 302: 117380.

6. Zhang H, Zhao Q, Xiao F, Chen Y, Yang X*. Improved softened truss model of prestressed concrete box girders subjected to combined bending and torsion. Advances in Structural Engineering 2024; 27(6): 940-61.

7. Lai Z, Weng X, Yang X*, Zhao H. Shear behavior and design of headed studs embedded in steel-UHPC composite structures. Structures 2024; 59: 105788.

8. Lai Z, Zhou W, Yang X*, Wang Y. Flexural behavior of high-strength square concrete-filled steel tube members subjected to cyclic loadings. Structures 2023; 58: 105413.

9. Yang X, Zhang Q, Lai Z*, Ma W. Experimental and numerical studies on UHPC-filled Q690 high-strength steel tubular members subjected to axial impact. Thin-Walled Structures 2023; 192: 111179.

10. Lai Z, Han Y, Huang J, Yang X*. Pull-out behavior and design of headed studs in steel-UHPC composite structures. Composite Structures 2023; 319: 117135.

11. Li D, Zhang Z, Zhou X, Zhang Z, Yang X*. Cross-wind dynamic response of concrete-filled double-skin wind turbine towers: Theoretical modelling and experimental investigation. Journal of Vibration and Control 2023; 10775463231186708.

12. Yang X, Zhang Z, Zhu Y, Ma W, Chen J, Li D*. Dynamic responses and residual capacity of high-strength CFST members subjected to axial impact. Journal of Constructional Steel Research 2023; 202: 107800.

13. Zhang C, Lai Z, Yang X*, Li Q, Zhang Z, Fu X. Dynamic Analyses and Simplified Methods for Evaluating Complicated Suspend-dome Structures Subjected to Sudden Cable Failure. International Journal of Steel Structures 2023; 23(1): 18-36.

14. Zhao Q, Zhang H, Yang J, Yang X*, Wang Y, Lai Z. Experimental and numerical studies on flexural behavior of fiber continuous joints of precast UHPC decks. Structural Concrete 2023; 24(1): 1328-1347.

15. Lai Z, Han Y, Yang X*, Wang Y, Li Q. Pull-out resistance of stud groups embedded in concrete.Structures 2023; 47: 1383-1395.

16. Yang X, Yang H*, Zhang Z, Zhu Y, Lai Z. Impact resistance and simplified evaluation method for square CFST members subjected to transverse impact. Journal of Constructional Steel Research 2022; 198: 107522.

17. Li D, Zhang Z, Zhang C, Zhang Z, Yang X*. Aeroelastic Experimental Investigation of Hyperbolic Paraboloid Membrane Structures in Normal and Typhoon Winds. Sustainability 2022; 14(19): 12207.

18. Chen S, Qin J, Deng S, Meng X, Huang R, Yang X*. Experimental and Numerical Studies on Fixed Steel Sheets Subjected to Underwater Explosion. Materials 2022; 15(18): 6419.

19. Yang X, Yang H*, Gardner L, Wang Y. A continuous dynamic constitutive model for normal-and high-strength structural steels. Journal of Constructional Steel Research 2022; 192: 107254.

20. Yang X, Yang H*, Zhang S. Transverse impact behavior of high-strength concrete filled normal-/high-strength square steel tube columns. International Journal of Impact Engineering 2020; 139: 103512.

21. Yang X, Yang H*, Lai Z, Zhang S. Dynamic tensile behavior of S690 high-strength structural steel at intermediate strain rates. Journal of Constructional Steel Research 2020; 168: 105961.

22. Yang H*, Yang X, Varma A H, Zhu Y. Strain-rate effect and constitutive models for Q550 high-strength structural steel. Journal of Materials Engineering and Performance 2019; 28(11): 6626-6637.

23. Yang X, Yang H*, Zhang S. Rate-dependent constitutive models of S690 high-strength structural steel. Construction and Building Materials 2019; 198: 597-607.

24. 杨晓强, 朱勇, 杨华*, 张素梅, 考虑不同强度钢材动态本构模型差异的钢管混凝土侧向抗冲击性能有限元分析, 建筑结构学报 2019; 40(S1): 370-377.

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