吴宇飞
Personal information
Journal Paper
- [1]Li P, Sui L, Xing F, Li M, Zhou* Y, WU YF. Stress-strain relation of FRP-confined predamaged concrete prisms with square sections of different corner radii subjected to monotonic axial compression. Journal of Composites for Construction 2019; 23(2): 04019001. (SCI, 中科院3区, IF=2.606),,.
- [2]Huang X, Sui L, Xing F, Zhou Y*, WU YF. Reliability assessment for flexural FRP- strengthened reinforced concrete beams based on importance sampling. Composites Part B: Engineering 2019; 156: 378-398. (SCI, 中科院1区, Top期刊, IF=6.864),,.
- [3]Jiang C, Yuan F, WU YF* and Zhao XM. Effect of interfacial bond on plastic hinge length of FRP-confined RC columns. Journal of Composites for Construction 2019; 23(2): 04019007. (SCI, 中科院3区, IF=2.606),,.
- [4]Mohsen M, WU YF*. Modified plastic-damage model for passively confined concrete based on triaxial tests. Composites Part B: Engineering 2019; 159:211-223. (SCI, 中科院1区, Top期刊, IF=6.864),,.
- [5]Li P, WU YF∗, Zhou Y, Xing F. Stress-strain model for FRP-confined concrete subject to arbitrary load path. Composites Part B: Engineering 2019; 163: 9-25. (SCI, 中科院1区, Top期刊, IF=6.864),,.
- [6]Kazmi SMS, Munir MJ, WU YF*, Patnaikuni I, Zhou Y, Xing F. Axial stress-strain behavior of macro-synthetic fiber reinforced recycled aggregate concrete. Cement and Concrete Composites 2019; 97: 341-356. (SCI, 中科院1区, Top期刊, IF=5.172),,.
- [7]Tijani IA, Wu YF, Lim CW*. Aggregate size effects and general static loading response on mechanical behavior of passively confined concrete. Construction & Building Materials 2019; 205: 61-72. (SCI, 中科院1区, Top期刊, IF=4.046),,.
- [8]WU YF*, He L. Width effect of interfacial bond characteristics. Construction and Building Materials 2019; 220:712-726. (SCI, 中科院1区, Top期刊, IF=4.046),,.
- [9]Mohsen M, Dai JG, WU YF*, Bai YL. Development of extended Drucker-Prager model for non-uniform FRP-confined concrete based on triaxial tests. Construction & Building Materials 2019; 224:1-18. (SCI, 中科院1区, Top期刊, IF=4.046),,.
- [10]Gao H, WU YF*, Li CQ. Performance of normalization method for steel with different strain hardening levels and effective yield strengths. Engineering Fracture Mechanics 2019; 218:106594. (SCI, 中科院2区, IF=3.084),,.