一、科研论文
1. SCI论文
[1] Zhang X.Y, Chen Y, Wan J, et al. Tests on residual ultimate bearing capacity of square CFST columns after impact [J]. Journal of Constructional Steel Research, 2018, 147(AUG.): 27-42. (中科院2区)
[2] Zhang X.Y, Chen Y, Shen X.S, Zhu Y. Behavior of circular CFST columns subjected to different lateral impact energy [J]. Applied Sciences. 2019; 9(6): 1134. (中科院3区)
[3] Zhang X.Y, Chen Y, Ye M.Y. Research on square concrete filled GFRP tube columns strengthened with CFRP sheet [J]. Composite Structures, 2021, 275: 114407. (中科院1区Top)
[4] Zhang X.Y, Lin X, Chen Y. Study on mechanical properties of steel fiber reinforced Nano-concrete (SFRNC) after elevated temperature [J]. Composite Structures, 2021, 268: 113941. (中科院1区Top)
[5] Zhang, X.Y, Xia, C, Chen, Y. Research on nano-concrete-filled steel tubular columns with end plates after lateral impact [J]. Reviews on Advanced Materials Science, 2021, 60(1): 553-566. (中科院3区)
[6] Zhang X.Y, Lin X, Sun L.H, et al. Double shear tests of high-strength steel bolted connections with reduced tightening [J]. Journal of Building Engineering, 2022, 46: 103842. (中科院2区Top)
[7] Zhang X.Y, Kong W.Y, Zhu Y, et al. Investigation on various section GFRP profile strengthening concrete-filled GFRP tubular columns [J]. Composite Structures, 2022, 283: 115055. (中科院1区Top)
[8] Zhang X.Y, Xu Z.J, Zhu Y, et al. Behavior of square pultruded GFRP tube filled with seawater and sea sand concrete beam [J]. Composite Structures, 2022, 284: 115183. (中科院1区Top)
[9] Zhang X.Y, Cai S.H, Wang Z.H, et al. Research on mechanical properties of ultra-high performance fiber reinforced cement-based composite after elevated temperature [J]. Composite Structures, 2022, 291: 115584. (中科院1区Top)
[10] Zhang X.Y, Nie R.J, Zhang C.L, et al. Behavior of frame-corrugated steel plate shear wall structure under cyclic loading [J].Journal of Constructional Steel Research, 2023, 210: 108049. (中科院2区)
[11] Zhang X.Y, Chen Y, Qiao H.Y, et al. Investigation on hysteretic performance of assembled H-shaped steel frame-corrugated steel plate shear wall with different corrugated orientation and wavelength [J]. Journal of Building Engineering, 2023, 77: 107473. (中科院2区Top)
[12] Zhang X.Y, Nie R.J, Zhu Y, et al. Test and numerical study of 7021-T6 high strength aluminum alloy anchor channel embedded in reinforced concrete structure [J].Structures, 2023, 57: 105137. (中科院2区)
[13] Guo Z, Li G.K, Chen Y, Zhang X.Y*. The development of a component-based model for extended endplate joints in fire-induced progressive collapse scenarios [J].Journal of Constructional Steel Research, 2025, 225: 109182. (Corresponding author) (中科院2区)
[14] He K, Zhang X.Y, Chen Y. Research on vertical bearing capacity of circular concrete filled winding GFRP tubular columns after lateral impact [J]. Composite Structures, 2020, 252: 112753. (中科院1区Top)
[15] Zhu Y, Zhang X.Y, Kong W.Y, et al. Experimental and numerical investigations on shear behavior of high-strength bolted connections after impact [J]. Journal of Building Engineering, 2023, 79: 107872. (中科院2区Top)
[16] Zhu Q. X, Chen Y, Zhang X.Y, et al. Static behavior of X-joints with SHS chord and CHS braces[J]. Journal of Constructional Steel Research, 2019, 162(Nov.): 105750. (中科院2区)
[17] Kong W.Y, Lin Q.J, Zhang X.Y, et al. Test on axial compression performance of perforated welded H-shaped steel stub column [J]. Journal of Constructional Steel Research, 2022, 191: 107191. (中科院2区)
[18] Qiao H.Y, Xu H.H, Zhang X.Y, et al. Seismic performance of corrugated steel plate shear walls under various constraint conditions [J]. Thin-Walled Structures, 2023, 192: 111189. (中科院1区Top)
[19] Kong, W.Y, Huang, Y.F, Guo, Z, Zhang X.Y, et al. Experimental study on square hollow stainless steel tube trusses with three joint types and different brace widths under vertical loads [J]. Reviews on Advanced Materials Science, 2021, 60(1): 519-540. (中科院3区)
[20] Zhu Y, Chen Y, He K, Feng R, Zhang X.Y, et al. Flexural behavior of concrete-filled SHS and RHS aluminum alloy tubes strengthened with CFRP [J]. Composite Structures, 2020, 238: 111975. (中科院1区Top)
[21] Zhu Y, Nie R.J, Cao J.W, Zhang X.Y, et al. Behavior of square concrete-filled stainless steel tube columns after high-temperature sliding [J].Journal of Constructional Steel Research, 2023, 211: 108160. (中科院2区)
[22] Lin Y.H, Zheng J.H, Chen L.B, et al. Performance deterioration analysis of CFSST columns with debonding defects under axial compression [J].Journal of Constructional Steel Research, 2025, 226: 109263. (中科院2区)
2. 中文论文
[1] 张晓勇, 陈誉, 何康,等. 高温后不锈钢方管柱的力学性能试验研究[J]. 广西大学学报：自然科学版, 2018, 43(4):8.
[2] 张晓勇, 沈小盛, 陈誉,等. 高温滑移后方钢管混凝土柱轴压性能研究[J]. 工业建筑, 2019(4):5.
[3] 沈小盛, 张晓勇, 方焰,等. 冻融循环后圆钢管混凝土短柱轴压性能试验研究[J]. 建筑结构学报, 2019, 40(5):10.
[4] 陈希湘, 沈小盛, 张晓勇,等. 掺纳米二氧化硅不锈钢圆管混凝土短柱高温后轴压力学性能试验研究[J]. 工业建筑, 2019, 49(12):5.
[5] 胡鹏兵, 陈誉, 张晓勇,等. 碳纤维复材布加固拉挤型玻璃纤维复材方管混凝土短柱试验研究[J]. 工业建筑, 2020, 50(6):6.
二、授权专利
1. 发明专利
[1] 一种钢-混凝土组合管结构施工封堵装置及其方法 (ZL202311270127.0).
[2] 树状柱的偏心支撑结构 (ZL201810541702.9).
[3] 碳纤维海砂高性能混凝土材料及其制备方法 (ZL201910042974.9).
[4] 一种抗连续倒塌的节点子结构构件及其方法 (ZL202410003926.X).
[5] 一种用于施工UHPC-CFST组合柱的结构及其施工方法 (ZL202311415469.7).
2. 实用新型专利
[1] 一种内置弹力环钢混组合波纹钢板剪力墙结构 (ZL202320386721.5).
[2] 一种可调厚度式钢混组合波纹钢板剪力墙结构 (ZL202320230137.0).
[3] 一种UHPC预应力锚索结构 (ZL202321773919.5).
[4] 一种GFRP管混凝土组合柱 (ZL201821993578.1).
[5] 自锁式圆钢管混凝土柱节点 (ZL202322456314.X).
3. 登记的软件著作权
[1] 基于机器学习的地震易损性曲线智能生成软件V1.0 (2024SR0052087).
