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发表SCI论文50篇（一作25篇，通讯5篇），EI论文（土木工程学报）5篇。论文他引1600余次（Web of Science检索），累计影响因子259.252，论文入选美国ASCE协会研究亮点论文和三年内引用最高论文榜单，2021年和2022年连续入选全球前2%顶尖科学家榜单（World’s Top 2% Scientists 2020）中的“年度科学影响力排行榜”榜单。
已发表成果:
专著： 董志强，吴智深，吴刚，朱虹。《新型FRP海砂混凝土结构》东南大学出版社.2022. 部分代表性论文： [1]Zhiqiang Dong; Ziqing Liu; Jianghao Ji; Hong Zhu*; Gang Wu; Changjun Sun. Characterization of self-prestressing performance of iron-based shape memory alloy bars for new structures[J], Construction and Building materials. 2023. [2]Ziqing Liu; Zhiqiang Dong*; Hong Zhu**; Gang Wu; Yuhua Wen. Stress recovery behaviour of a large-diameter Fe-SMA stranded wire developed for structural prestressing loss compensation[J]. Advances in Structural Engineering. 2022. [3]Jianghao Ji; Zhiqiang Dong*; Ziqing Liu; Yu Sun; Hong Zhu; Gang Wu; Chee-Kiong Soh. Feasibility of using Fe-SMA rebar as cracking resistance spiral stirrup in the anchorage zone of post-tensioned prestressed concrete[J]. Structures 48（2023）823-838. [4]Ziqing Liu; Zhiqiang Dong*; Yu Sun; Hong Zhu; Gang Wu; Changjun Sun; Chee-Kiong Soh. Effect of resistive heating on the bond properties between iron-based shape memory bars and cement mortar[J]. Journal of Building Engineering. 2023. 66: 105895 [5]Dong Zhi-Qiang,Sun, Y., Wu, G.,Zhu,H. Zhao,X. L.，Wei, Y., & Zhang，P.(2021).Flexural behavior of seawater sea-sand concrete beams reinforced with BFRP bars/grids and BFRP-wrapped steel tubes.CompositeStructures. 268,113956. [6]Dong Zhi-Qiang，Wu,G., Zhu,H.Wei, Y.. Zhao,X. L., & Shao,X.(2021).Bond and flexural performance of basalt fiber-reinforced polymer bar-reinforced seawater sea sand glass aggregate concrete beams. Advances inStructural Engineering,13694332211026228. [7]Dong Zhi-Qiang, Wu,G., Zhu,H., Zhao,X. L..Wei,Y., & Qian,H. (2020).Flexural behavior of seawater sea-sand coral concrete-UHPC composite beams reinforced with BFRP bars. Construction and Building Materials,265,120279. [8]Dong Zhi-Qiang,Wu,G., Zhu, H.Wang，H. & Zeng， Y.(2020). Mechanism and control of the long-term performance evolution of structures.Frontiers of Structural and Civil Engineering, 1-10. [9] Dong Zhi-Qiang,Wu, G., Zhao,X. L., Zhu,H., Wei,Y., & Yan, Z.(2020).Mechanical properties of discrete BFRP needles reinforced seawater sea-sand concrete-flled GFRP tubular stub columns. Construction and BuildingMaterials, 244,118330. [10]Dong Zhi-Qiang, Wu, G., Zhao,X. L., Zhu,H., & Lian,J.L.(2020).The durability of seawater sea-sand concrete beams reinforced with metal bars or non-metal bars in the ocean environment.Advances in StructuralEngineering, 23(2),334-347. [11]Dong Zhi-Qiang,Wu Gang, Zhao Xiao-Ling, et al.(2019). Behaviors of hybrid beams composed of seawater sea-sand concrete (SwssC) and a prefabricated UHPC shell reinforced with FRP bars. Constr. Build. Mater.,213,32-42. [12] Dong Zhi-Qiang, Wu Gang, Zhu Hong.(2019).Mechanical properties of seawater sea-sand concrete reinforeed with discrete BFRP-Needles. Constr. Build.Mater., 206:432-441. [13]Dong Zhi-Qiang, Wu Gang, Zhao Xiao-Ling, et al. (2018).Bond durability of steel-FRP composite bars embedded in seawater sea-sand concrete under constant bending and shearing stress. Constr. Build.Mater., 192, 808-817. [14] Dong Zhi-Qiang,Wu Gang,Zhao Xiao-Ling,et al.(2018).Durability test on the flexural performance of seawater sea-sand concrete beams completely reinforced with FRP bars. Constr. Build. Mater., 192,671-682. [15] Dong Zhi-Qiang， Wu Gang. Zhao Xiao-Ling. et al. Long-term bond durability of fiber-reinforced polymer bars embedded in seawater sea-sand concrete under ocean environments. ASCE J.Compo.Constr.，2018.22(5).04018042. [16] Dong Zhi-Qiang，Wu Gang, Lian Jin-long.Experimental study on the durability of FRP bars reinforced concrete beams in simulated ocean environment. Sci.Eng.Compos. Mater.2018.25(6),1123-1134. [17] Dong, Zhi-Qiang, Wu Gang， Xu Bo, et al. Bond performance of alkaline solution pre-exposed FRP bars with concrete. Magazine of Concrete Research, 2018.70(17),894-904. [18]朱虹，刘子卿，董志强，吴刚，文玉华. 基于铁基形状记忆合金的新型预应力技术及其工程应用.东南大学学报,2022,52(2):402-416. [19]董志强,吴刚.FRP筋增强混凝土结构耐久性能研究进展.土木工学报,2019,52(10)：1-19 [20]董志强,吴刚.基于试验数据分析的FRP筋混凝土受弯构件最大裂缝宽度计算方法.土木工程学报, 2017,50(10):1-8.
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