| 代表性论文
(1)Bai Zhang, Hong Zhu*, Gang Wu, et al. Improvement of bond performance between concrete and CFRP bars with optimized additional aluminum ribs anchorage. Construction and Building Materials, 2020, 240:118012. (SCI) (2) Qiang Wang, Hong Zhu*, Bai Zhang. Anchorage system for reinforced concrete structures strengthened with fiber-reinforced polymer composites: state-of-the-art review, 2020. (accepted, SCI) (3)Qiang Wang, Ting Li, Hong Zhu *, et al. Bond enhancement for NSM FRP bars in concrete using different anchorage systems. Construction and Building Materials, 2020, 24:118316 (SCI) (4)Hong Zhu*, Ting Li, Guanlin Zhu, Xiaowei Wang, Gang Wu. Fire Resistance of Strengthened RC Members Using NSM CFRP Bars with a Cladding Layer, Journal of Composites for Construction, 2019, 23(1), 04018066.（SCI, ASCE） (5)Bai Zhang, Hong Zhu*, Jun Chen, Ou Yang. Evaluation of bond performance of corroded steel bars in concrete after high temperature exposure. Engineering Structures. 2019, 198, 109479. （SCI） (6)Qiang Wang, Hong Zhu *, Ting Li, Gang Wu, et al. Bond Performance of NSM FRP bars in Concrete with an Innovative Additional Ribs Anchorage System: An Experimental Study. Construction and Building Materials. 2019,207, 572~584（SCI） (7)Ting Li, Hong Zhu *, Wang Qiang, et al. Experimental Study on the Enhancement of Additional Ribs to the Bond Performance of FRP Bars in Concrete. Construction and Building Materials. 2019,207, 572~584. 545~554.（SCI） (8)Hong Zhu*, Zhiqiang Dong, Gang Wu, et al. Experimental Evaluation of Bent FRP Tendons for Strengthening by External Prestressing, Journal of Composites for Construction, 2017, 21(5), 04018066.（SCI, ASCE） (9)Zhu H, Wu G*, Zhang L, et al. Experimental Study on the Fire Resistance of RC Beams Strengthened with Near-Surface-Mounted High-Tg BFRP bars. Composites Part B. Vol.60, pp680-687, 2014.（SCI、EI） (10) Zhu H, Wu G*, Shi J W, et al. Digital image correlation measurement of the bond-slip relationship between fiber-reinforced polymer sheets and concrete substrate. Journal of Reinforced Plastics and Composites. 33(17): 1590-1603. 2014.（SCI、EI） (11) Shi J W, Zhu H, Wu G, Wu Z S*. Tensile behavior of FRP and hybrid FRP sheets in freeze-thaw cycling environments. Composites Part B: Engineering. 60: 239-247, 2014.（SCI、EI） (12) Shi J W, Zhu H, Wu Z S*, Seracino R, Wu G. Bond behavior between BFRP sheet and concrete substrate under the coupled effects of freeze-thaw cycling and sustained load. Journal of Composites for Construction, ASCE, 17(4):530-542, 2013.（SCI、EI） (13) 苏伟强, 李婷, 朱虹*, 王强, 胡修秀. 钢丝网砂浆层和附加肋提升嵌入式复材筋锚固性能试验研究, 东南大学学报（自然科学版）第48卷第4期,2018 (14)朱虹, 董志强, 吴刚*, 吴 智深. FRP筋混凝土梁的刚度试验研究和理论计算2015年11月, 土木工程学报，48(11):44-53, (EI) (15) 施嘉伟,朱虹, 吴 智深, 吴刚*. FRP片材-混凝土界面应变率效应试验研究. 土木工程学报. 45(12), 2012（EI） (16) 施嘉伟, 朱虹, 吴 智深*, 等. 数字图像相关法测量FRP片材与混凝土界面的黏结滑移关系. 土木工程学报. 45(10), 2012（EI） (17) 张普, 朱虹, 孟少平,吴刚*, 吴 智深，FRP片材增强钢筋混凝土梁刚度与变形计算，建筑结构学报，32(4): 87~94, 2011（EI）
参编标准 (1)《纤维增强复合材料建设工程应用技术规范》GB50608-2010 (2)《结构加固修复用玄武岩纤维复合材料》GB/T 26745-2011
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