发表的学术论文

[31] Shi Jiajun, PanYunfeng, Li Hedong, Fu Jun. Effects of Water Immersion on the Adhesion between Adhesive Layer and Concrete Block. Advances in Civil Engineering,

[30] Shuai Liu, Yunfeng Pan, Hedong Li, Guijun Xian. Durability of the Bond between CFRP and Concrete Exposed to Thermal Cycles. Materials. 2019, 12(3): 515.

[29] Zeng Qiang, Fang Rui, Li Hedong Peng Yu; Wang Jiyang. Tailoring the thermal and mechanical properties of lightweight cement-based composites by macro and micro fillers. Cement and Concrete Composites, 2019(102): 169-184.

[28] Zhao Xin, Li Hedong, Wang Cheng. Quasi-static and dynamic compressive behavior of ultra-high toughness cementitious composites in dry and wet conditions. Construction and Building Materials, 2019(227):117008.

[27] Li Hedong, Li Bo, Jin Ruoyu, Li Shan, Yu Jin-Guang. Effects of sustained loading and corrosion on the performance of reinforced concrete beams. Construction and Building Materials, 2018(169):179-187.

[26] Zeng Qiang, Mao Tao. Li Hedong, Peng Yu. Thermally insulating lightweight cement-based composites incorporating glass beads and nano-silica aerogels for sustainably energy-saving buildings. Energy and Buildings, 2018(174): 97-110.

[25] Lin Xiuyi, Yu Jing, Li Hedong, Lam Jeffery Y.K., Shih Kaimin, Sham Ivan M.L., Leung, Christopher K.Y. Recycling polyethylene terephthalate wastes as short fibers in Strain-Hardening Cementitious Composites (SHCC). Journal of Hazardous Materials, 2018(357): 40-52.

[24] Yu Jing, Yao Jie, Lin Xiuyi, Li Hedong, Lam Jeffery Y.K., Leung Christopher K.Y., Sham Ivan M.L., Shih Kaimin. Tensile performance of sustainable Strain-Hardening Cementitious Composites with hybrid PVA and recycled PET fibers. Cement and Concrete Research, 2018(107): 110-123.

[23] Liu Jin-tao, Yang Yang, Gu Chun-ping, Li He-dong. Influence of dry heating regime on the mechanical and shrinkage properties of reactive powder concrete. Journal of Zhejiang University: Science A, 2018, 19(12): 926-938.

[22] Li Hedong, Zeng Qiang, Xu Shilang. Effect of pore shape on the thermal conductivity of partially saturated cement-based porous composites. Cement and Concrete Composites, 2017(81):87-96.

[21] Yu Jing, Li Hedong*, Leung Christopher K.Y, Lin Xiuyi, Lam Jeffery Y.K., Sham Ivan M.L., Shih Kaimin. Matrix design for waterproof Engineered Cementitious Composites (ECCs). Construction and Building Materials, 2017(139):438-446

[20] 徐世烺, 熊松波, 李贺东*, 吕瑶. 混凝土断裂参数厚度尺寸效应的定量表征与机理分析, 土木工程学报，2017,50(5):57-71.

[19] Li Hedong, Xu Shilang, Zeng Qiang. Waterproof ultra-high toughness cementitious composites containing nano reservoir silts. Construction and Building Materials, 2017(155): 770-779.

[18] Li He-dong, Xu Shi-lang. Rate dependence of ultra high toughness cementitious composite under direct tension. Journal of Zhejiang University: Science A, 2016, 17(6): 417-426.

[17] 闫东明, 刘康华, 李贺东*, 徐世烺.  带初始损伤混凝土的动态抗压性能研究. 水利学报，2015, 46(9): 1110-1117,1127

[16] Li Hedong, Yan Dongming, Chen Genda; Xu Shilang, Liu Jintao, Hu Yanjia. Porosity, pore size distribution and chloride permeability of shotcrete modified with nano particles at early age. Journal Wuhan University of Technology, Materials Science Edition,2016, 31(3): 582-589.

[15] Yan Dongming, Chen Shikun, Zeng Qiang, Xu Shilang, Li Hedong. Correlating the elastic properties of metakaolin-based geopolymer with its composition. Materials and Design, 2016( 95): 306-318.

[14] Yan Dongming, Xu Shilang, Chen Genda, Li Hedong. Biaxial behaviour of plain concrete subjected to dynamic compression with constant lateral stress. Structural Concrete, 2014, 15(2): 202-209.

[13] Liu Wen, Xu Shilang, Li Hedong. Flexural fatigue damage model of ultra-high toughness cementitious composites on base of continuum damage mechanics. International Journal of Damage Mechanics, 2014, 23(7): 949-963.

[12] Wen Liu, Shilang Xu, Hedong Li. Flexural fatigue damage model of ultra-high toughness cementitious composites on base of continuum damage mechanics. International Journal of Damage Mechanics, 2014, 23(7): 949-963.

[11] Shiping Yin, Shilang Xu, Hedong Li. Improved properties of textile reinforced concrete thin plate. Journal of Wuhan University of Technology-Mater. Sci. Ed. 2013, 28(1):92-98. 

[10] Hedong Li, Shilang Xu. Determination of energy consumption in the fracture plane of Ultra High Toughness Cementitious Composite with direct tension test. Engineering Fracture Mechanics，2011, 78(9): 1895–1905.  

[9] 李贺东，徐世烺. 超高韧性水泥基复合材料弯曲性能及韧性评价方法. 土木工程学报，2010, 43(3):32-39.

[8] 张秀芳, 徐世烺, 李贺东. 超高韧性水泥基复合材料增强普通混凝土复合梁弯曲性能的理论分析. 土木工程学报, 2010, 43(7):51-62.

[7] Hedong Li, Christopher K.Y. Leung, Shilang XU and Qian CAO. Potential use of strain hardening ECC in permanent formwork with small scale flexural beams，Journal of Wuhan University of Technology (Materials Science Edition). 2009,24(3):482-487.

[6] 徐世烺, 李贺东. 超高韧性水泥基复合材料直接拉伸试验研究. 土木工程学报, 2009，42(9):32-41

[5] Li Hedong, Xu Shilang, Christopher K Y Leung. Tensile and Flexural Properties of Ultra High Toughness Cemontious Composite. Journal of Wuhan University of Technolotgy-Mater. Sci. Ed. 2009, 24(4):677-683.

[4] 徐世烺，蔡新华，李贺东. 超高韧性纤维增强水泥基复合材料(UHTCC)抗冻耐久性能试验研究. 土木工程学报, 2009，42(9):42-46.

[3] Shilang Xu, Hedong Li. A review on the development of research and application of ultra high toughness cementitious composites，Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2008, 41(6):72-87. (in Chinese)

[2] 徐世烺，李贺东. 超高韧性水泥基复合材料研究进展及其工程应用，土木工程学报，2008，41(6):72-87.

[1] 徐世烺, 李庆华, 李贺东. 碳纤维编织网增强超高韧性水泥基复合材料弯曲性能的试验研究，土木工程学报，2007，40(12): 69-76.

获奖情况

1．2014年中国产学研合作创新成果奖“超高韧性水泥基复合材料技术创新及产业化”；

2．2013年获得“2012年中国百篇最具影响力国内优秀学术论文 ”。

 近年主持科研项目情况

1. 利用膨胀珍珠岩颗粒改善UHTCC应变硬化性能研究。国家自然科学基金面上项目，项目编号No. 51978624，60万，2020-2023，在研，主持。

2. 基于UHTCC提升南疆既有混凝土结构耐久性关键技术研究。新疆建设兵团科技攻关项目，No. 2019AB016，160万，2019-2021，在研，主持。

3. 粘土改善超高韧性水泥基复合材料性能及其机理研究。浙江省自然科学基金，No. LY19E080030，9.0万，2019-2021，在研，主持。

4. 微细钢纤维/PVA 纤维混杂超高韧性水泥基复合材料研究。国家自然科学基金面上项目，项目编号：No. 51478423 ，80万，2015~2018，已结题，主持。

5. 钢结构防火关键技术，科技部科技支撑项目子课题, 项目编号2012BAJ13B04, 50万元,2012.1-2015.12. 已结题，主持。

6. 超高韧性水泥基复合材料动态抗压性能研究。教育部博士点青年教师基金资助项目， 项目编号： No. 20130101120071，4万，2014-2016. 已结题，主持。