[1] | Fang Z C, Wu J J, Xu X Q, et al. Grouped rubber-sleeved studs–UHPC pocket connections in prefabricated steel–UHPC composite beams: Shear performance under monotonic and cyclic loadings[J]. Engineering Structures, 2024, 305: 118781.（ESI热点论文、ESI高被引论文） |
[2] | Fang Z C, Fang H Z, Huang J X, et al. Static behavior of grouped stud shear connectors in steel–precast UHPC composite structures containing thin full-depth slabs. Engineering Structures, 2022, 252: 113484. （ESI高被引论文） |
[3] | Fang Z C, Fang H Z, Li P J, et al. Interfacial shear behavior of steel–precast UHPC composite beams: full-depth slabs with studs vs. demountable slabs with bolts. Engineering Structures, 2022, 260: 114230. |
[4] | Fang Z C, Liang W B, Fang H Z, et al. Experimental investigation on shear behavior of high-strength friction-grip bolt shear connectors in steel–precast UHPC composite structures subjected to static loading. Engineering Structures, 2021, 244: 112777. |
[5] | Fang Z C, Wu J P, Xian B X, et al. Shear performance and design recommendations of single embedded nut bolted shear connectors in prefabricated steel–UHPC composite beams. Steel and Composite Structures, 2024, 50(3): 319-336.（ESI热点论文、ESI高被引论文） |
[6] | Fang Z C, Zhang S F, Wu J P, et al. Experimental and numerical study on shear performance of grouped bolt–UHPC pocket connections under static loading. Journal of Building Engineering, 2023, 76: 106966. |
[7] | Fang Z C, Hu L K, Jiang H B, et al. Shear performance of high-strength friction-grip bolted shear connector in prefabricated steel–UHPC composite beams: Finite element modelling and parametric study. Case Studies in Construction Materials, 2023, 18: e01860.（ESI高被引论文） |
[8] | Fang Z C, Jiang H B, Chen G F, Dong X T, Shao T F. Behavior of grouped stud shear connectors between precast high-strength concrete slabs and steel beams. Steel and Composite Structures, 2020, 34(6): 837-851. |
[9] | Zou S, Wang H L, Fang S, Fang Z C*, et al. Seismic isolation effect and parametric analysis of simply supported beam bridges with multi-level sliding friction adaptive isolation bearing. Soil Dynamics and Earthquake Engineering, 2025, 188: 109000. |
[10] | Wu N D, Liao S W, Pan Z F, Fang Z C*, et al. Shear performance of small-rib-height perfobond strip connector groups embedded in UHPC: Experimental investigations and design recommendations. Engineering Structures, 2024, 311: 118175. |
[11] | Zhang Y J, Zhu J H, Wu L L, Lin H X, Fang Z C*, et al. Experimental and numerical analyses on the shear behavior of grouped single-embedded-nut high-strength bolts in steel–ultra-high-performance concrete composite slabs. Journal of Building Engineering, 2024, 86: 108829. |
[12] | Zhao Q, Zhang G Y, Liao S W, Wu N D, Fang Z C*, et al. Static behavior of small-rib-height perfobond connectors embedded in UHPC: Experimental and analytical studies. Journal of Building Engineering, 2024, 85: 108750. |
[13] | Fang S, Zhang S F, Cao Z P, Zhao G F, Fang Z C*, et al. Effects of stud aspect ratio and cover thickness on push-out performance of thin full-depth precast UHPC slabs with grouped short studs: Experimental evaluation and design considerations. Journal of Building Engineering, 2023, 67: 105910.（ESI高被引论文） |
[14] | Feng J H, Fang S, Chen M Z, Fang Z C*, et al. Effect of joint width on shear behaviour of wet joints using reactive powder concrete with confining stress. Engineering Structures, 2023, 293: 116566. |
[15] | Zeng L, Wu L Q, Li B Q, Fang S, Hazem S, Fang Z C*, et al. Recycled aggregate concrete-filled steel tube columns with small-diameter circular FRP-confined sea-sand concrete cores: Conceptual and experimental investigations. Construction and Building Materials, 2023, 401: 132853. |
[16] | Jiang H B, Fang H Z, Wu J P, Fang Z C*, et al. Push-out tests on demountable high-strength friction-grip bolt shear connectors in steel–precast UHPC composite beams for accelerated bridge construction. Steel and Composite Structures, 2022, 45(6): 797-818. |
