发表论文 |
[1]Dapeng Zhao, Ke Li*, Jiajun Fan, Yu Wang, Juntao Zhu. Shear behavior of RC beams strengthened with high-strength steel strand mesh reinforced ECC: Shear capacity, cracking and deformation. Engineering Structures, 2023, 287: 117081.(SCI,中科院2区) [2]Yaoxin Wei, Ke Li*, Jiajun Fan, Yunpu Li, Shiwei Li. Seismic performance of RC columns strengthened with HSSSWR meshes reinforced ECC under high axial compression ratio. Journal of Building Engineering, 2023, 76: 107350.(SCI,中科院2区) [3]Juntao Zhu, Yawen Liu, Ziyuan Li, Xuyan Zou, Ke Li*, Jiajun Fan*. Bond Behavior Between High-Strength Steel Wire Meshes and ECC: Experimental Study and Analytical Modelling. Engineering Structures, 2023, 287:116115.(SCI,中科院2区) [4]Ke Li, Yaoxin Wei, Yunpu Li, Zhiqiang Li, Juntao Zhu*. Flexural behavior of reinforced concrete beams strengthened with high-strength stainless steel wire rope meshes reinforced ECC. Construction and Building Materials, 2023, 362: 129627. (SCI,中科院1区) [5]Xinling Wang, Yaokang Zhao, Wenwen Qian, Yongjie Chen, Ke Li*, Juntao Zhu. Flexural behaviour of ECC slabs reinforced with high-strength stainless steel wire rope. Proceedings of the Institution of Civil Engineers – Structures and Buildings, 2023: 2200097.(SCI,中科院4区) [6]Yaoxin Wei, 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) [7]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. Journal of Materials in Civil Engineering, ASCE, 2022, 34(5): 04022048.(SCI,中科院3区) [8]Ke Li, Dapeng Zhao, Juntao Zhu, Jiajun Fan. Local Bond Stress-Slip Model of High-Strength Stainless Steel Wire Ropes in ECC. KSCE Journal of Civil Engineering. 2022, 26, 2259-2272.(SCI,中科院4区) [9]Gengqi Zhao, Wanqiong Chen, Dapeng Zhao, Ke Li*. Mechanical properties of prefabricated cold-formed steel stud wall panels sheathed with fireproof phenolic boards under out-of-plane loading. Buildings, 2022, 12(7): 897.(SCI, 中科院3区) [10]Xuyan Zou, Yawen Liu, Juntao Zhu*, Ke Li*, Jinglong Cao. Analytical and numerical modeling of the pullout behavior between high-strength stainless steel wire mesh and ECC. Materials, 2022, 15: 5649.(SCI, 中科院3区) [11]Dapeng Zhao , Changjun Wang, Ke Li,* Pengbo Zhang, Lianyou Cong, Dazhi Chen. An experimental and analytical study on a damage constitutive model of engineered cementitious composites under uniaxial tension. Materials, 2022, 15, 6063.(SCI, 中科院3区) [12]Ke Li, Weikang Liu, Kai Zhang, Xinling Wang, Juntao Zhu, Shamim Sheikh. Bond behavior of stainless steel wire ropes embedded in engineering cementitious composites. Construction and Building Materials. 2021, 281: 122622.(SCI,中科院1区) [13]Ke Li, Dapeng Zhao, Xinling Wang, Hu Feng, Xuyan Zou. Investigation of crack growth in CFRP-concrete interface under fatigue loading. Structures. 2021, 34: 356-367.(SCI,中科院3区) [14]Xinling Wang, Guanghua Yang, Wenwen Qian, Ke Li*, Juntao Zhu. Tensile Behavior of High-Strength Stainless Steel Wire Rope (HSSSWR)-Reinforced ECC. International Journal of Concrete Structures and Materials, 2021, 15:43. (SCI,中科院3区) [15]Xin-Ling Wang, Lei-Lei Jin, Ke Li*, Jun-Tao Zhu. Experimental study on interfacial shear performance of RC beams added to existing RC columns. KSCE Journal of Civil Engineering, 2020, 24(11): 3388-3396.(SCI,中科院4区) [16]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. Construction and Building Materials, 2018, 185: 184-192.(SCI,中科院2区) [17]Ke Li, Shuangyin Cao, Yue Yang*, Juntao Zhu*. Bond–slip relationship for CFRP sheets externally bonded to concrete under cyclic loading. Materials, 2018, 11(3). (SCI, 中科院3区) [18] 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, 中科院2区) [19]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, 中科院2区) [20]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, 中科院4区) [21]李可, 陈翔, 范家俊, 牛自立,张哲. 高强钢绞线网/ECC加固RC梁二次受力试验. 复合材料学报, 2023, 40(08): 4670-4681. (EI) [22]朱俊涛, 刘亚文, 王娟, 李可*. 钢绞线网增强ECC与混凝土刻槽式界面粘结性能试验, 复合材料学报, 2023, 40(05): 2913-2925. (EI) [23]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) [24]李可, 王宇, 李志强, 朱俊涛. 高强钢绞线网增强ECC加固无损RC梁受弯承载力研究. 建筑结构学报,2022,43(12): 73-81.(EI) [25]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) [26]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) [27]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) [28]朱俊涛, 张凯, 邹旭岩, 李可*, 张普. 钢绞线与水泥基复合材料局部黏结滑移模型. 哈尔滨工程大学学报. 2022, 43(4): 541-548.(EI) [29]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) [30]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, 2022, 43(1):164-172.(EI) [31]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. 华中科技大学学报, 2021, 49(06): 103-108.(EI) [32]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. 应用基础与工程科学学报, 2021, 29(2): 471-482.(EI) [33]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. 华中科技大学学报, 2021, 49(12): 126-132. (EI) [34]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. 土木工程学报, 2020, 53(4): 83-92.(EI) [35]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) [36]王新玲,杨广华,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受拉应力-应变关系. 复合材料学报,2020,37(12): 3220-3228. (EI) [37]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) [38]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) [39]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) [40]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) [41]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) |