第1或通讯作者发表论文40余篇,其中SCI、EI收录30篇; [1] Kai Zhang, Qiang Yuan, Jun-Tao Zhu. Analytical model for the bonding performance between HSSWM-ECC and concrete. Cement and Concrete Composites,2022.132. https://doi.org/10.1016/j.cemconcomp.2022.104632. (SCI / EI,TOP期刊,IF:9.983) [2] Jun-Tao Zhu, Yawen Liu, Ziyuan Li. et al. Bond behavior between high-strength steel wire meshes and ECC: Experimental study and analytical modelling, Engineering Structures, 2023, 287: 116115. (SCI, JCR一区, TOP期刊) [3] Jun-Tao Zhu, Kai Zhang, Ke Li. Bond-slip performance between high-strength steel wire rope meshes and engineered cementitious composites. Journal of Materials in Civil Engineering, 2022, 34(5):04022048. (ASCE), 2022, 34(5): 04022048. (SCI, JCR二区) [4] Jun-Tao Zhu, Xin-Ling Wang, Xian-Dong Kang, Ke Li. Analysis of Interfacial Bonding Characteristics of CFRP-Concrete under Fatigue Loading. Construction and Building Materials. 2016, 126: 823-833 (SCI / EI,JCR一区,IF:4.419) [5] Jun-Tao Zhu, Xin-Ling Wang, Zhao-Dong Xu, et al. Experimental study on seismic behavior of RC frames strengthened with CFRP sheets. Composite Structure, 2011, 93(6):1595-1603. ( SCI/EI,JCR一区,IF:5.138) [6] Jun-Tao Zhu, Zhao-Dong Xu, Ying-Qing Guo. Magnetoviscoelasticity parametric model of an MR elastomer vibration mitigation device. Journal of Smart Materials and Structures, 2012, 21, doi:10.1088/0964-1726/21/7/075034. ( SCI / EI,JCR一区,IF:3.613) [7] 朱俊涛, 代天昊, 李可. 变预应力度混合配筋混凝土管桩受弯性能[J]. 建筑结构学报, 2024, 50(1): 159-169. [8] 朱俊涛, 张凯,王新玲,李可*,李燚. 高强不锈钢绞线网与ECC粘结-滑移关系模型[J]. 土木工程学报,2020,53(4):83-92 (EI) [9] 朱俊涛,赵亚楼,李燚,王新玲*. 高强不锈钢绞线网与工程水泥基复合材料粘结锚固性能试验[J]. 复合材料学报,2020,37,1732-1743 (EI) [10] 朱俊涛,张凯,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[J]. 工程力学, 2022, 39(9):204-214. ( EI ) [11] 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[J]. 哈尔滨工程大学学报, 2022, 43(4):541-547. ( EI ) [12] 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) [13] 朱俊涛,侯晶强,王新玲,李可*. 基于损伤演化的钢绞线网与ECC黏结滑移关系及数值分析[J]. 华中科技大学学报(自 然 科 学 版),2021,49(6):103-108. (EI) |