澳门新葡平台网址8883 - 精品Platform App

姓　　名

郑玉龙

出生年月

1988/5

政治面貌

中共党员

最高学位

博士

职　　称

教授

任职年月

2020/6

职　　务

任职年月

所在学科

土木工程

博导/硕导

硕导(留学生博导)

学习与工作经历

学习经历：
◆ 博士 2013.04至2016.03 九州工业大学(日本) 土木与建筑工程
◆ 硕士 2011.10至2013.03 九州工业大学(日本) 土木与建筑工程
◆ 本科 (国际交换生) 2010.04至2011.03 九州工业大学(日本) 土木与建筑工程本科
◆ 2007.09至2011.07 河南科技大学土木工程
工作经历：
◆ 2020.06至现在学院，澳门新葡平台网址8883，教授
◆ 2019.09至2020.05 学院，澳门新葡平台网址8883，资格教授
◆ 2016.04至2019.08 日本株式会社大林组（OBAYASHI CORPORATION）总公司设计二部主任等

学术与社会任职

◆ 信阳市灵石科技有限公司技术副总监（兼职）
◆ 日本土木学会会员
◆ 日本混凝土工学会：混凝土技士
◆ 日本技术士会：技术士第一次考试通过
◆ “Cement and Concrete Composites”、 “ACI Structural Journal”、“ACI Materials Journal”、 “Journal of Advanced Concrete Technology”、《复合材料学报》等期刊审稿人

主讲课程

结构力学A(II)、土木工程材料A、土木工程专业导论、Steel Structure Design (留学生)、Advanced Theory of Concrete Structures (留学硕士生)

研究领域

◆ 混凝土结构基本性能及耐久性
◆ 新型建筑材料开发
◆ 工业废弃物再利用
◆ 微生物矿化在建材中的应用
◆ 结合岩土模型的土木结构大规模有限元分析等

科研项目

1.混凝土膨胀引起弯折钢筋脆断及其对构件力学性能影响的研究, 国家自然科学基金青年项目, 主持;
2.碱骨料反应造成桥梁结构力学性能劣化机理和控制研究, 学院高级人才科研启动基金, 主持;
3.针对碱骨料反应造成混凝土桥梁结构劣化的机理及性能提升研究, 江苏省博士后科研资助, 主持;
4.基于工业废弃物制备绿色超高强石膏基水泥的技术开发, 企业技术开发, 主持;
5.不同养护工艺下PHC桩混凝土力学性能与微观结构的规律及关联机制研发, 企业技术开发, 主持;
6.固碳增强型低能耗混凝土养护工艺的研发, 企业技术开发, 主持;
7.鄱阳湖特大桥PC工法桩基坑围堰结构施工监测与分析, 企业技术服务, 参与;
8.预制桩新型机械连接接头研发，企业技术开发, 参与;
9.Detailed investigation of damage mechanizm of the bridge due to Great East Japan Earthquake, Grant-in-Aid for Scientific Research (A), 参与;
10.Fracture mechanism of stirrups suffering ASR damage, Grant-in-Aid for Challenging Exploratory Research, 参与;

主要论著

◆杂志论文(Papers in Peer-Reviewed Journals)
[1]Zheng, Y., Kosa, K., Yasuo, F. and Kusano, M, “Estimation of Effective Prestress based on Stress-releasing Method and FEM Analysis of the Method”, Journal of Structural Engineering. A, Japan Society of Civil Engineers, Vol. 58A, pp. 599-610, Mar. 2012
[2]Zheng, Y., Kosa, K., Shimizu, H. and Fu, L., “Damage to Structures in Rikuzentakata Region due to Tsunami”, Proceedings of the Japan Concrete Institute, Japan Concrete Institute, Vol. 34, No. 2, pp. 811-816, Jun. 2012
[3]Fu, L., Kosa, K., Shimizu, H. and Zheng, Y., “Damage to Structures due To Tsunami and Evaluation　of Tsunami Velocity in Shizugawa”, Proceedings of the Japan Concrete Institute, Japan Concrete Institute, Vol. 34, No. 2, pp. 805-810, Jun. 2012
[4]Zheng, Y., Kosa, K. and Sasaki, T., “Damage Analysis of Bridges Due to Tsunami”, Proceedings of the Symposium on Developments in Prestressed Concrete, Japan Prestressed Concrete Institute, Vol. 21, pp. 35-40, Oct. 2012
[5]Zheng, Y., Kosa, K. and Sasaki, T., “Tsunami damage analysis for bridges in Shizugawa area”, Journal of Structural Engineering. A, Japan Society of Civil Engineers, Vol. 59A, pp. 439-449, Mar. 2013
[6]Sasaki, T., Kosa, K. and Zheng, Y., “Damage analysis of bridge based on the ratio of resistance force of the girder and acting force of the tsunami”, Journal of Structural Engineering. A, Japan Society of Civil Engineers, Vol. 59A, pp. 417-427, Mar. 2013
[7]Zheng, Y., Kosa, K. and Sasaki, T., “Evaluation of Bridge Outflows due to Great Tsunami”, Proceedings of the Japan Concrete Institute, Japan Concrete Institute, Vol. 35, No. 2, pp. 841-846, Jun. 2013
[8]Zheng, Y., Kosa, K., Uehara, N. and Wang, J., “Evaluation for Deformation of Stirrups in ASR-simulation Specimens”, Proceedings of the Japan Concrete Institute, Japan Concrete Institute, Vol. 36, No. 1, pp. 1126-1131, Jun. 2014
[9]Zheng, Y., Kosa, K. and Uehara, N., “Evaluation for ASR-induced Degradation through FEM Simulations”, Proceedings of the Symposium on Developments in Prestressed Concrete, Japan Prestressed Concrete Institute, Vol. 23rd, pp. 229-234, Oct. 2014
[10]Zheng, Y., Kosa, K., Uehara, N. and Wang, J., “Experimental Simulations of Structures suffering ASR-induced Damage”, Journal of Structural Engineering. A, Japan Society of Civil Engineers, Vol. 61A, pp. 683-693, Mar. 2015
[11]Zheng, Y., Kosa, K. and Uehara, N., “Experimental and Analytical Evaluations of ASR-induced Damage”, Proceedings of the Japan Concrete Institute, Japan Concrete Institute, Vol. 37, No. 1, pp. 589-594, Jun. 2015
[12] Uezono, Y., Kosa, K., Uehara, N. and Zheng, Y., “Evaluation for Variation of Prestress in PC beam suffering ASR”, Proceedings of the Japan Concrete Institute, Japan Concrete Institute, Vol. 37, No. 1, pp. 595-600, Jun. 2015
[13]Uezono, Y., Kosa, K., Zheng, Y. and Uehara, N., “Evaluation for ASR-induced Degradation in PC beam based on FEM Analysis”, Proceedings of the Symposium on Developments in Prestressed Concrete, Japan Prestressed Concrete Institute, Vol. 24th, pp. 267-272, Oct. 2015
[14]Zheng, Y., Kosa, K. and Uehara, N., “Analytical Evaluation of Movement Behavior for Specimens Simulating ASR”, Journal of Structural Engineering. A, Japan Society of Civil Engineers, Vol. 62A, pp. 814-826, Mar. 2016
[15]Uezono, Y., Kosa, K., Zheng, Y. and Yano, Y., “Analytical Evaluation of Deformation Behavior for PC Structures Deteriorated by ASR”, Proceedings of the Japan Concrete Institute, Japan Concrete Institute, Vol. 38, No.1, pp. 699-704, Jun. 2016
[16] Zheng, Y., Kosa, K. and Uehara, N., “Evaluation of Stirrup Ruptures Through Experimental and Analytical Simulations of ASR Expansion”, Journal of JSCE, Japan Society of Civil Engineers, Vol. 5 Issue 1, pp. 402-421, 2017
[17]Zheng, Y., Ni, M., Lu, C.*, Chu, T. and Wu, X., “Bond Behavior of GFRP-concrete Under Long-term Exposure to Aggressive Environments”, Journal of Advanced Concrete Technology, Vol. 18, pp. 730-742, 2020
[18]Lu, C., Bu, S., Zheng, Y.*, Kosa, K., “Deterioration of concrete mechanical properties and fracture of steel bars caused by alkali-silica reaction: A review”, Structures, 35(9), pp. 893-902, 2022
[19] Lu, C., Bu, S., Shahin, MA., Zheng, Y.*, Cheng, L.*, “Mitigation of alkali-silica reaction by microbially induced CaCO3 protective layer on aggregates”, Construction and Building Materials, 328(2):127065, 2022
[20]机制砂混凝土抗压强度分析及预测，陶松涛，延永东，郑玉龙，刘甲琪，梁晓封，王鑫，混凝土与水泥制品. 2022, (08): 96-104
[21]掺硅灰混凝土抗压强度理论分析及计算模型，宋泽鹏，陆春华，郑玉龙，蔡启明，张菊连，混凝土. 2022, (09), 89-92
[22]Durability of Nano-Reinforced Recycled Aggregate Concrete under Load and Chloride Ingress, Yan Y, Si Y, Zheng Y*, Wang X, Materials, 2022, 15, 6194
[23](封面论文)弯折箍筋时的初期损伤及其对力学性能的影响, 郑玉龙，刘翔，陆春华*，步森壮，幸左贤二, 材料导报, 2022, 36(23), 21110130
[24]Effect evaluation of microbial mineralization for repairing load-induced crack in concrete with a cyclic injection-immersion process, Lu C, Ge H, Li Z and Zheng Y*, Case Studies in Construction Materials, 2022, 17, e01702
[25]Long-term tensile performance of GFRP bars in loaded concrete and aggressive solutions, Lu C, Qi Z, Zheng Y*, Xuan G, Yan Y, Journal of Building Engineering, 2023, 64, 105587
◆会议论文(Papers in Conference Proceedings)
[20]Zheng, Y. and Kosa, K., “Estimation of effective prestress in PC slab based on FEM analysis”, 14th DIANA Users Meeting, JIP Techno Science Corporation, Vol. 14, 12 pages, Dec. 2010
[21]Zheng, Y., Kosa, K., Yasuo, F. and Shimizu, H., “Estimation for Effective Prestress in PC Slabs of Kanmon Roadway Tunnel”, 66th Annual Conference of JSCE, Japan Society of Civil Engineers, Vol. 66, pp. 203-204, Sep. 2011
[22]Zheng, Y., Kosa, K., Shimizu, H. and Fu, L., “Damage to Structures in Rikuzentakata Region Due to Tsunami”, 2012 Annual Workshop of West Section, Japan Society of Civil Engineers, Vol. 23, pp. 737-738, Mar. 2012
[23]Zheng, Y., Kosa, K. and Fu, L., “Evaluation for Outflow of Girder due to Tsunami”, 67th Annual Conference of JSCE, Japan Society of Civil Engineers, Vol. 67, pp. 57-58, Sep. 2012
[24]Zheng, Y., Kosa, K. and Sasaki, T., “Tsunami Propagation Analysis in Shizugawa District based on Recorded Videos”, Proceedings of the 15th Symposium on Ductility Design Method for Bridges, Japan Society of Civil Engineers, Vol. 15, pp. 81-88, Jul. 2012
[25]Sasaki, T., Kosa, K. and Zheng, Y., “Damage Evaluations on Bridges based on Ratio of Resistance and Tsunami Impact Force”, Proceedings of the 15th Symposium on Ductility Design Method for Bridges, Japan Society of Civil Engineers, Vol. 15, pp. 89-96, Jul. 2012
[26]Zheng, Y., Kosa, K. and Sasaki, T., “Analysis of Bridge Girder Outflows due to Great Tsunami”, 2013 Annual Workshop of West Section, Japan Society of Civil Engineers, Vol. 24, pp. 85-86, Mar. 2013
[27]Zheng, Y., Kosa, K., Uehara, N. and Wang, J., “Evaluation for Fracture of Rebar Due to ASR Expansion”, 68th Annual Conference of JSCE, Japan Society of Civil Engineers, Vol. 68, pp. 1021-1022, Sep. 2013
[28]Wang, J., Kosa, K., Uehara, N. and Zheng, Y., “An Experiment of Simulating the Stirrup Fracture due to ASR”, 68th Annual Conference of JSCE, Japan Society of Civil Engineers, Vol. 68, pp. 1023-1024, Sep. 2013
[29]Wang, J., Kosa, K., Uehara, N. and Zheng, Y., “Deterioration Behaviors in Exterior and Interior of Concrete Specimens Damaged by ASR”, The Seventh International Conference on Concrete under Severe Conditions-Environment and Loading, Vol. 7, 9 pages, Sep. 2013
[30]Zheng, Y., Kosa, K., Uehara, N. and Wang, J., “Experimental and Analytical Simulations of Structures Suffering ASR-induced Damage”, 16th DIANA Users Meeting, JIP Techno Science Corporation, Vol. 16, 12 pages, Dec. 2013
[31]Wang, J., Kosa, K., Uehara, N. and Zheng, Y., “Evaluation for Movements of Stirrups Due to ASR Expansion”, 2014 Annual Workshop of West Section, Japan Society of Civil Engineers, Vol. 25, pp. 689-690, Mar. 2014
[32]Zheng, Y., Kosa, K. and Uehara, N., “Evaluation of Damage Conditions in ASR-Affected Structures”, 69th Annual Conference of JSCE, Japan Society of Civil Engineers, Vol. 69, pp. 973-974, Sep. 2014
[33]Wang, J., Kosa, K., Uehara, N. and Zheng, Y., “Evaluation for External and Internal Damages induced by ASR”, 69th Annual Conference of JSCE, Japan Society of Civil Engineers, Vol. 69, pp. 975-976, Sep. 2014
[34] Uezono, Y., Kosa, K., Uehara, N. and Zheng, Y., “Analytical Evaluations on Deterioration Behavior of PC beam”, 17th DIANA Users Meeting, JIP Techno Science Corporation, Vol. 17, 8 pages, Dec. 2014
[35]Zheng, Y., Kosa, K. and Uehara, N., “Deformation Behavior of Structures suffering ASR-induced Damage”, 2015 Annual Workshop of West Section, Japan Society of Civil Engineers, Vol. 26, pp. 639-640, Mar. 2015
[36]Zheng, Y., Kosa, K. and Uehara, N., “Simulations for Deformation Behavior of Structures due to ASR”, 70th Annual Conference of JSCE, Japan Society of Civil Engineers, Vol. 70, pp. 1089-1090, Sep. 2015
[37]Uezono, Y., Kosa, K. and Zheng, Y. and Uehara, N., “Evaluation of Degradation due to ASR for PC Specimen by Analytical Simulations”, 18th DIANA Users Meeting, JIP Techno Science Corporation, Vol. 18, 10 pages, Oct. 2015
[38]Kosa, K., Zheng, Y. and Uehara, N., “Stirrup Ruptures through Experimental and Analytical Simulations”, 16th International Conference on Alkali Aggregate Reaction in Concrete, Vol. 16, Lisboa Portugal, May. 2022
[39]郑玉龙，陆春华，幸左贤二，上原伸郎，混凝土膨胀作用引发结构损伤的试验与数值模拟研究，第2届土木工程计算与仿真技术学术会议，北京，2021-05

获奖情况

奖学金等
国家优秀自费留学生奖学金(2015年)
罗大力米山纪念奖学金(2015年度)
九州工业大学100周年纪念事业奖学金(2013年)
九州工业大学100周年纪念事业奖学金(2014年)
日本学生支援机构（JASSO）留学生交流支援制度奖学金(2010年)
学术表彰等
第九届江苏省高校土木工程专业青年教师讲课竞赛二等奖
日本预应力混凝土工学会论文赏
日本土木学会年度学术演讲会优秀演讲者表彰
投稿论文获得日本混凝土工学会审稿委员会高度评价

发明专利

Cheng, Liang; Lu, Chunhua and Zheng, Yulong, In-Situ Repair Method for Facade Surface Cracks by Microbially Induced Calcium Carbonate Precipitation, Innovation Patent; Australian Government (IP Australian), 2021103785;

人生格言

自律才有自由

联系方式

Email：zylcivil@ujs.edu.cn