同济大学材料学院李文婷

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李文婷助理教授、硕士生导师

研究兴趣
    材料结构交叉方向：水泥基材料荷载-环境耦合作用下细观损伤劣化，水泥基材料防护与自修复技术等。
    曾参与完成国家“973”、“863”及美国印第安纳州交通部(INDOT)“Thejoint transportation research program”等项目。

现主持项目
    国家自然科学基金（青年）项目1项，省部级以上项目1项，并先后参与多个国家、省部级科研项目。已在国外专业学术刊物发表SCI论文10余篇。

教育背景
    2007/09-2012/09，东南大学，材料学，博士学位
    2009/10-2011/10，美国普渡大学，土木工程，联合培养博士生
    2004/09-2007/09，重庆大学，材料学，硕士学位
    2000/09-2004/09，长安大学，结构工程，学士学位

工作经历：
     2012.12-2013.12 副研究院，蒋正武教授团队，同济大学高等研究院
     2013.12~至今  助理教授，土木工程材料系(蒋正武教授团队)，同济大学材料学院

发表论文：
[1] Wenting Li, Zhengwu Jiang, Zhenghong Yang, Nan Zhao, WeizhongYuan. Self-healing Efficiency of Cementitious Materials ContainingMicrocapsules filled with Healing Adhesive: Mechanical Restoration and HealingProcess Monitored by Water Absorption. PLoS ONE, 2013,8(11).
[2] Wenting Li; Zhengwu Jiang; Zhenghong Yang; Jinyang Jiang; WeiSun; and Zilong Deng. Interactive Effect of Mechanical Fatigue Load and theFatigue Effect of Freeze-Thaw on Combined Damage of Concrete. Journal ofMaterials in Civil Engineering. 2015, 27(8).
[3] Yu H.T., Wang Z.B., Yuan Y., Li W.T*. Numerical analysis ofinternal blast effects on underground tunnel in soils. Structure andInfrastructure Engineering, 2015. DOI: 10.1080/15732479.2015.1077260.
[4] Zhengwu Jiang, Wenting Li*,Zhengcheng Yuan.Influence ofmineral additives and environmental conditions on the self-healing capabilitiesof cementitious materials. Cement & Concrete Composites 57 (2015) 116–127.
[5] Zhengwu JIANG, Wenting LI*, Chao HAN, Zhenghong YANG.Self-healing of Cracks in Concrete with Various  Crystalline Mineral  Additives  in  Underground  Environment. Journal  of  Wuhan  University  of  Technology-MaterialsScience Edition. 2014,29(5).
[6] Zhengwu JIANG, Wenting LI*,  Zilong  DENG, Zhiguo YAN.  Experimental  investigation  of  the factors affecting accuracy and res-olution of the pore structure of cementbased materials by thermo-porometry. Journal of Zhejiang University-SCIENCE A(Applied Physics & Engineering). 2013,14(10).
[7] Wenting Li*, Wei Sun, Jinyang Jiang. Damage of concreteexperiencing flexural fatigue load and closed freeze/thaw  cycles simultaneously.  Construction  and  Building  Materials.2011(25): 2604-2610.
[8] Wenting Li*, Wei Sun, Jinyang Jiang. Damage of concretesubjected to simultaneous fatigue load and thermal effect. Magazine of ConcreteResearch. 2011, 63(1):35-42.
[9] Wenting Li*, Wei Sun, Jinyang Jiang. An analytical method todetect the coupling damage relationship of  concrete  subjected to  bending  fatigue  and  temperature  actions. Journal  of  Wuhan  University  of Technology-MaterialsScience Edition. 2011, 26(3): 573-577.
[10] Wenting Li, Mohammad Pour-Ghaz, Javier Castro, Jason Weiss*.Water absorption and critical degree of saturation  as  it relates  to  freeze-thaw  damage  in  concrete pavement  joints.  Journal of Materials in Civil  Engineering.2011,24(3):299-307.
[11]  Robert P. Spragg, Javier Castro, Wenting Li, Mohammad Pour-Ghaz,Pao-Tsung Huang, Jason Weiss. Wetting and drying of concrete using aqueoussolutions containing deicing salts. Cement and Concrete Composites. 2011,33(5): 535-542.
[12]  Javier Castro, Wenting Li, Mohammad Pour-Ghaz, MikeGolias, Bernie Tao, Hongfang Sun, and W. Jason Weiss. Durability of Saw-CutJoints in Plain Cement Concrete Pavements. Joint Transportation ResearchProgram Technical report series. Purdue University, Civil Engineering, 2011.