代表性学术论文如下:
[1] Hu Xinyu, Xue Weichen*, Jiang Jiafei, Yu Tao, Wang Xin, Zheng Yu, Zeng Junjie. Evaluation of splice length of large-diameter GFRP bars in UHPC[J]. Journal of Building Engineering, 2025, 108: 112925.(SCI论文)
[2] Hu Xinyu, Xue Weichen*, Jiang Jiafei. Bond-slip behavior of lapped sand-coated deformed GFRP rebars in UHPC under double-row splice test[J]. Cement and Concrete Composites, 2024, 154: 105746. (SCI论文)
[3] Hu Xinyu, Xue Weichen*, Lv Yanheng. Seismic behavior of a new type of precast concrete shear wall using UHPC connections at boundary elements[J]. Engineering Structures, 2024, 302: 117468.(ESI高被引论文)
[4] Hu Xinyu, Xue Wenyuan, Xue Weichen*. Bond properties of GFRP rebars in UHPC under different types of test[J]. Engineering Structures, 2024, 314: 118319. (SCI论文)
[5] Hu Xinyu, Xue Weichen*, Zheng Renguang. Hysteretic performance of prestressed concrete beams with AFRP tendons under cyclic loading[J]. Structural Concrete, 2024, 25(1): 620-636. (SCI论文)
[6] Hu Xinyu, Xue Weichen*, Lv Yanheng, Mao Jize. Experimental investigations of bond behavior of double-row spliced rebars in Ultra-High Performance Concrete (UHPC)[J]. Engineering Structures, 2023, 284: 115929. (SCI论文)
[7] Hu Xinyu, Xue Wenyuan, Xue Weichen*, Jiang Jiafei. Bond strength of sand-coated deformed GFRP bars in UHPC, HPC, and NC[J]. Construction and Building Materials, 2023, 403: 133175. (SCI论文)
[8] Hu Xinyu, Xue Weichen*, Lv Yanheng. Bond properties between lapped steel rebars and UHPC under direct tension[J]. Construction and Building Materials, 2023, 408: 133761. (SCI论文)
[9] Hu Xinyu, Xue Weichen*, Lv Yanheng. Experimental studies on structural performance of precast concrete shear walls with innovative UHPC-based connections[J]. Journal of Building Engineering, 2023, 73: 106748. (SCI论文)
[10] Hu Xinyu, Xue Weichen*, Song Jiazheng, Mao Jize. Experimental investigations of precast concrete column with spliced connections based on ultrahigh‐performance fiber‐reinforced concrete[J]. Structural Concrete, 2023, 24(3): 3708-3726. (SCI论文)




