发表论文 |
1. Wei Yaoxin, Xin-Ling Wang, Ke Li*, Lei-Lei Jin, Jun-Tao Zhu. Behavior of confined concrete columns with HSSSWR meshes reinforced ECC jacket under uniaxial compression. Construction and Building Materials, 2022, 324: 127930. (SCI,中科院1区) 2. Ke Li, Weikang Liu, Kai Zhang, Xin-Ling Wang, Jun-Tao Zhu*, Shamim Sheikh. Bond behavior of stainless steel wire ropes embedded in engineering cementitious composites [J]. Construction and Building Materials. 2021, 281: 122622. http://doi.org/10.1016.j.conbuildmat.2021.122622. (SCI收录,中科院1区) 3. Juntao Zhu; Kai Zhang; Xinling Wang; Ke Li*; Xuyan Zou; Hu Feng. Bond-slip performance between high-strength steel wire rope meshes and engineered cementitious composites [J]. Journal of Materials in Civil Engineering, 2022, 34(5).(ASCE, SCI 收录) 4. Ke Li, Dapeng Zhao, Xinling Wang, Hu Feng*, Xuyan Zou. Investigation of crack growth in CFRP-concrete interface under fatigue loading [J]. Structures, 2021, 34: 356-367.(SCI收录) 5. KeLi,Dapeng Zhao, Jiajun Fan , Juntao Zhu. Local Bond Stress-Slip Model of High-Strength Stainless Steel Wire Ropes in ECC [J], KSCE Journal of Civil Engineering, 2022, 26(5).(SCI收录) 6. Wang Xin-Ling, Jin Lei-Lei, Ke Li*, Zhu Jun-Tao. Experimental Study on Interfacial Shear Performance of RC Beams Added to Existing RC Columns [J]. KSCE Journal of Civil Engineering, 2020. (SCI收录,JCR三区,中科院四区) 7. Ke Li, Dapeng Zhao, Xinling Wang, Hu Feng*, Xuyan Zou. Investigation of crack growth in CFRP-concrete interface under fatigue loading [J]. Structures, 2021, 34: 356-367. (SCI收录, 中科院三区) 8. Xinling Wang, Guanghua Yang, Wenwen Qian, Ke Li*, Juntao Zhu. Tensile Behavior of High-Strength Stainless Steel Wire Rope (HSSSWR)-Reinforced ECC [J]. International Journal of Concrete Structures and Materials, 2021, 15(1). https://doi.org/10.1186/s40069-021-00480-x (SCI收录, 中科院二区) 9. Xin-Ling Wang, Geng-Qi Zhao, Ke Li*, Miao-Hao-Fu Li. Effect of damage parameter variation on bond characteristics of CFRP-sheets bonded to concrete beams [J]. Construction and Building Materials, 2018.10.10, 185: 184-192. (SCI收录, Impact Factor: 3.485, JCR一区,中科院二区) 10. Ke Li, Shuangyin Cao, Yue Yang*, Juntao Zhu*, Bond-slip relationship for CFRP sheets externally bonded to concrete under cyclic loading [J], Materials, 2018.02.26, 11(3) (SCI收录, Impact Factor: 2.972, JCR二区,中科院二区) 11. 李可, 郑书宁, 王新玲, 曹双寅. 重复荷载作用下CFRP布-混凝土界面黏结-滑移模型. 中国公路学报, 2022, 35(2): 223-233.(EI) 12. 朱俊涛, 张凯, 王新玲, 李可*. 高强钢绞线网增强ECC与混凝土界面黏结-滑移关系研究. 工程力学. 2022, 39(9): 204-214.(EI) 13. 李可, 赵大鹏, 刘伟康, 范家俊. ECC单轴受拉损伤本构模型研究. 工程力学. 2022, 39.(EI) 14. 朱俊涛, 张凯, 邹旭岩, 李可*, 张普. 基于加载端位移的钢绞线与ECC局部黏结滑移模型. 哈尔滨工程大学学报. 2022, 43(4): 541-548.(EI) 15. 朱俊涛, 张凯, 王新玲, 李可*, 李燚. 高强不锈钢绞线网与ECC黏结-滑移关系模型[J]. 土木工程学报, 2020.04.15, 53(4): 83-92. (EI 收录) 16. 李可, 赵佳丽, 李志强, 朱俊涛*. 高强钢绞线网增强ECC抗弯加固无损RC梁试验. 复合材料学报, 2022, 39(7): 3428-3440. (EI收录) 17. 李可, 任魁, 李志强, 范家俊, 杨德民.高强钢绞线网增强ECC加固无损RC梁截面刚度计算. 铁道科学与工程学报. 2022.(EI) 18. 李可, 卫垚鑫, 金蕾蕾, 王新玲*. 高强不锈钢绞线网/ECC约束混凝土抗压强度研究[J]. 华中科技大学学报, 2021, 49(12): 126-132. (EI收录) 19. 王新玲, 罗鹏程, 钱文文, 李可*. 高强不锈钢绞线网增强工程水泥基复合材料薄板受弯承载力研究. 建筑结构学报, 2021.38(4):164-172. 20. 朱俊涛,侯晶强,王新玲,李可*. 基于损伤演化的钢绞线网/ECC黏结滑移关系研究[J]. 华中科技大学学报, 2021, 49(06): 103-108(EI收录) 21. 朱俊涛, 李志强, 王新玲, 李可*, 刘伟康. 工程用水泥基复合材料单轴受拉本构关系模型[J]. 应用基础与工程科学学报, 2021, 29(2): 471-482(EI收录) 22. 王新玲,陈永杰,钱文文,李可*,朱俊涛.高强不锈钢绞线网增强工程水泥基复合材料弯曲性能试验. 复合材料学报,2020,38(4): 1292-1301.(EI收录) 23. Ke Li, Shuangyin Cao, Xinling Wang, Closure to “Experimental Study on Fatigue Endurance of the CFRP-Concrete Interface” by Ke Li, Shuang-Yin Cao, and Xin-Ling Wang, Journal of Composites for Construction,2016, 20(1) (SCI收录, Impact Factor: 2.503, JCR1区) 24. Ke Li, Shuangyin Cao, Xinling Wang,Experimental Study on Fatigue Endurance of the CFRP-Concrete Interface,Journal of Composites for Construction, ASCE, 2015.09, 19(4) (SCI收录, Impact Factor: 2.503, JCR1区) 25. Ke Li, Xinling Wang, ShuangyinCao, Qingping Chen,Fatigue Behavior of Concrete Beams Reinforced with HRBF500 Steel Bars, Structural Engineering and Mechanics, 2015, 53(2): 311-324 (SCI收录, Impact Factor: 1.021, JCR1区) 26. 李可, 曹双寅, 王新玲, 张龙, 碳纤维复合材料-混凝土界面梁铰式疲劳试验与分析, 建筑结构学报, 2015, 36(9): 143-150 (EI收录) 27. 李可, 曹双寅, 王新玲, 孙宏运,疲劳荷载作用下碳纤维增强复合材料-混凝土界面裂纹扩展研究.建筑结构学报, 2014, 35(S2): 318-323 (EI收录) 28. 李可, 曹双寅, 潘毅, 杨佳佳, FRP-混凝土界面黏结性能疲劳试验方案比选分析, 土木工程学报,2013, 46(S2):185-189 (EI收录) 29. Ke Li, Xinling Wang, Shuangyin Cao, Fatigue Performance of Partially Prestressed RC Beams with HRBF500 Bars,Applied Mechanics and Materials, 2012, 174-177: 1463-1470 (EI收录) 30. Ke Li, Shuangyin Cao, Xinling Wang, A Study of the Propagation Behavior of CFRP-Concrete Interfacial Cracks under Fatigue Loading, Proceedings of the fourth International Conference on Civil Engineering and Building Materials,Hong Kong, China, 2014. 5.25-5.27 (EI收录) |