吴宇飞
Personal information
Journal Paper
- [1]Wu YF†, Jiang JF. Effective strain of FRP for confined circular concrete columns. Composite Structures 2013; 95: 479-491. (SCI, 中科院1区, Top期刊, IF=4.829),,.
- [2]Wu YF†, Zhao XM. Unified bond stress-slip model for reinforced concrete. Journal of Structural Engineering ASCE 2013; 139(11): 1951-1962. (SCI, 中科院2区, IF=2.528),,.
- [3]Fan X, Wu ZM, Wu YF, Zheng JJ. An efficient method for the compressive behavior of FRP-confined concrete cylinders. Computers and Concrete 2013; 12(4): 499-518. (SCI, 中科院4区, IF=1.889),,.
- [4]Cao YG, Wu YF†, Li XQ. Unified model for evaluating ultimate strain of FRP confined concrete based on energy method. Construction & Building Materials 2016; 103: 23–35. (SCI, 中科院1区, Top期刊, IF=4.046),,.
- [5]Wei YY, Wu YF†. Experimental study of concrete columns with localized failure. Journal of Composites for Construction 2016; 20(5): 04016032. (SCI, 中科院3区, IF=2.606),,.
- [6]Lin JP, Wu YF†. Numerical analysis of interfacial bond behavior of externally bonded FRP-to-concrete joints. Journal of Composites for Construction 2016; 20(5): 04016028. (SCI, 中科院3区, IF=2.606),,.
- [7]Cai J, Pan J, Wu YF. Performance of steel-reinforced concrete-filled square steel tubular (SRCFSST) columns under axial compression. Advanced Steel Construction - an Int. J. 2016;12(4): 410-427. (SCI, 中科院3区, IF=0.957),,.
- [8]Wu YF†, Wei Y. General stress-strain model for steel and FRP confined concrete. Journal of Composites for Construction ASCE 2015; 19(4): 04014069. (SCI, 中科院3区, IF=2.606),,.
- [9]Chang X, Wu YF†. An analytical model for predicting the response of RC beams strengthened with strain localized steel plate. Construction and Building Materials 2015; 74:140–150. (SCI, 中科院1区, Top期刊, IF=4.046),,.
- [10]Li P, Wu YF†. Stress-strain behavior of actively and passively confined concrete under cyclic axial load. Composite Structures 2016; 149: 369-384. (SCI, 中科院1区, Top期刊, IF=4.829),,.