1、期刊论文：
[1] Jianchao Zhu, Zhiyu Jie, Chao Chen, Hao Zheng, Weiguo Wang. Fatigue crack propagation of corroded high-strength steel wires using the XFEM and the EIFS. Materials, 2023, 16(13), 4738.（中科院3区, IF=3.4）
[2] Kainan Wang, Zhiyu Jie, Shidong Liang, Ping Zhuge. Fatigue assessment of U-rib full penetration welded joints based on local methods. Journal of Constructional Steel Research, 2023, 200, 107684.（中科院2区, IF=4.1）
[3] Shidong Liang, Zhiyu Jie, Kainan Wang,. Numerical simulation and ultrasonic measurement on welding residual stresses of full penetration U-shaped stiffening ribs. Structures, 2022, 46, 322-335.（中科院3区, IF=4.1）
[4] Zhiyu Jie, Kainan Wang, Shidong Liang. Residual stress influence on fatigue crack propagation of CFRP strengthened welded joints. Journal of Constructional Steel Research, 2022, 196, 107443.（中科院2区, IF=4.1）
[5] Ping Zhuge, Guocheng Tao, Bing Wang, Zhiyu Jie, Zhihua Zhang. Effects of High Temperatures on the Performance of Carbon Fiber Reinforced Polymer (CFRP) Composite Cables Protected with Fire-Retardant Materials. Materials, 2022, 15(13), 4696.（中科院3区, IF=3.4）
[6] Zhiyu Jie, Chao Chen, Filippo Berto, et al. Effect of stress ratios on corrosion fatigue life of high-strength steel wires. Fatigue & Fracture of Engineering Materials & Structures, 2022, 45(2), 593-606.（中科院2区, IF=3.7）
[7] Ping Zhuge, Guocheng Tao, Zhiyu Jie, et al. Optimal design method and experiment for improved wedge-type anchors of large-diameter smooth CFRP tendons. Applied Composite Materials, 2021, 28, 1997-2019.（中科院3区, IF=2.3）
[8] Chao Chen, Zhiyu Jie, Kainan Wang. Fatigue life evaluation of high-strength steel wires with multiple corrosion pits based on the TCD. Journal of Constructional Steel Research, 2021, 186, 106913.（中科院2区, IF=4.1）
[9] Zhiyu Jie, Wujun Wang, Chao Chen, et al. Local approaches and XFEM used to estimate life of CFRP repaired cracked welded joints under fatigue loading. Composite Structures, 2021, 260:113251.（中科院1区, TOP期刊, IF=6.3）
[10] Zhiyu Jie, Wujun Wang, Ping Zhuge, et al. Fatigue properties of inclined cruciform welded joints with artificial pits. Advanced Steel Construction, 2021, 17(1):20-27.（中科院4区, IF=1.7）
[11] 王吴俊, 揭志羽, 陈超. 碳纤维复材加固开裂焊接十字接头疲劳性能研究. 工业建筑, 2021, 51(5), 181-187.
[12] Zhiyu Jie, Wujun Wang, Rufeng Fang, et al. Stress intensity factor and fatigue analysis of cracked cruciform welded joints strengthened by CFRP sheets considering the welding residual stress. Thin-Walled Structures, 2020,154:106818.（中科院2区, IF=6.4）
[13] Zhiyu Jie, Susmel Luca. High-strength steel wires containing corrosion pits: stress analysis and critical distance based fatigue life estimation. Fatigue & Fracture of Engineering Materials & Structures, 2020,43(8):1611-1629.（中科院2区, IF=3.7）
[14] Zhiyu Jie, Filippo Berto, Susmel Luca. Fatigue behaviour of pitted/cracked high-strength steel wires based on the SED approach. International Journal of Fatigue, 2020,135: 105564.（中科院1区, TOP期刊, IF=6）
[15] Ping Zhuge, Zhiyu Jie, Zihua Zhang, Yong Ding, Suwei Hou. The influence of load transfer medium creep on the load-carrying capacity of the bond-type anchors of CFRP tendons. Construction and Building Materials, 2019,206:236-247.（中科院1区, TOP期刊, IF=7.4）
[16] 卫星, 揭志羽, 廖晓璇, 肖林, 强士中. 钢结构桥梁焊接节点腐蚀疲劳研究进展. 钢结构, 2019,34(1):108-113.
[17] Zhiyu Jie, Yadong Li, Xing Wei, Ping Zhuge. Fatigue life assessment of inclined welded joints in steel bridges subjected to combined normal and shear stresses. Advanced Steel Construction, 2018,14(4):620-633.（中科院4区, IF=1.7）
[18] Zhiyu Jie, Yadong Li, Xing Wei, Ping Zhuge. Fatigue life prediction of welded joints with artificial corrosion pits based on continuum damage mechanics. Journal of Constructional Steel Research, 2018,148:542-550.（中科院2区, IF=4.1）
[19] 卫星, 揭志羽. 拉-剪应力场下全熔透十字型焊接节点疲劳寿命评估. 西南交通大学学报, 2017,52(6):1061-1067.（EI）
[20] 揭志羽, 李亚东, 卫星, 诸葛萍. 钢桥腐蚀斜焊缝十字接头疲劳性能研究. 中国铁道科学, 2017,38(5):37-43.（EI）
[21] Zhiyu Jie, Yadong Li, Xing Wei. A study of fatigue crack growth from artificial corrosion pits at welded joints under complex stress fields. Fatigue & Fracture of Engineering Materials & Structures, 2017,40(9):1364-1377.（中科院2区, IF=3.7）
[22] 揭志羽, 李亚东, 卫星, 诸葛萍. 人工蚀坑对复杂应力场下钢桥焊接接头疲劳寿命的影响. 铁道学报, 2017,39(8):148-153.（EI）
[23] 揭志羽, 李亚东, 卫星, 肖东涛, 刘茂坤. 复杂应力场下焊接接头疲劳寿命评估的热点应力法. 中国公路学报, 2017,30(5):97-103.（EI）
[24] 揭志羽, 李亚东, 卫星, 杨光, 罗平杰. 焊接节点表面裂纹复合型应力强度因子的数值计算研究. 铁道学报, 2017,39(2):127-133.（EI）
[25] Zhiyu Jie, Yadong Li, Xing Wei. Analysis of the stress intensity factor of welded joints under prior corrosion and complex stress fields. Journal of Modern Transportation, 2016,24(4):270-276.
[26] 顾颖, 李亚东, 刘赛智, 揭志羽, 陈小松. 基于ANSYS优化设计求解双椭球热源模型参数. 焊接学报, 2016,37(11):15-18.（EI）
[27] 罗平杰, 李亚东, 揭志羽, 姚昌荣. 滑移效应对钢-混凝土组合梁弹性应力的影响. 钢结构, 2016,31(7):26-29.
[28] 顾颖, 李亚东, 刘赛智, 揭志羽. 焊接热源模型参数求解中熔池形状的提取技术. 热加工工艺, 2015,44(19):175-178.（CSCD）
[29] 揭志羽, 李亚东, 卫星. 初始损伤对焊接节点疲劳性能的影响. 西南交通大学学报, 2015,50(3):423-427.（EI）
[30] 顾颖, 姚昌荣, 李亚东, 康玲，揭志羽. 大跨度钢管混凝土拱桥安装线形控制方法研究. 桥梁建设, 2014,44(1):107-113.（EI）
[31] 揭志羽, 卫星, 李亚东, 顾颖. 大跨高墩小半径刚构-连续组合梁桥地震响应分析. 桥梁建设, 2013,43(1):52-58.（EI）
[32] 揭志羽, 卫星, 李亚东, 顾颖. 不同设计参数下刚构-连续组合曲线梁桥地震响应敏感性分析. 铁道科学与工程学报, 2013,10(2):80-86.（CSCD）
2、会议论文：
[1] 揭志羽. 环境腐蚀下斜拉索高强钢丝疲劳性能研究. 第三届土木工程青年论坛学术交流研讨会, 成都, 2020.（分会场报告）
[2] 揭志羽. 基于临界距离理论的高强钢丝疲劳寿命评估. 2019桥梁结构防震减灾与工程创新国际会议, 杭州, 2019.（分会场报告）
[3] 毛国辉, 揭志羽, 梁国卿, 等. 连续钢桁拱梁温差分布特性的长期监测与分析: 土木工程新材料、新技术及其工程应用交流会, 中国北京, 2019[C].
[4] Xing Wei, Zhiyu Jie. Fatigue behavior of full-penetration inclined cruciform welded-joints with artificial pit corrosion: Proceedings of the Ninth International Conference on Bridge Maintenance, Safety and Management, Melbourne, Australia, 2018[C].（EI）
[5] 揭志羽, 诸葛萍, 丁勇. 钢桥腐蚀疲劳损伤机理研究进展: 第二十三届全国桥梁学术会议, 贵阳, 贵州, 2018[C].
[6] Zhiyu Jie, Xing Wei, Yadong Li. Analysis of bursting crack of bottom slab and reinforcement for a large continuous girder bridge: 3rd International Conference on Civil Engineering and Building Materials, Hong Kong, China, 2014.（EI）
3、教研论文：
[1] 揭志羽, 诸葛萍, 丁勇, 王吴俊等. 以行业需求为导向的桥梁工程专业毕业设计教学改革. 科技风, 2020, (4):48-49.
