鄭玉龍，江蘇大學土木工程與力學學院教授，碩導。
基本介紹
- 中文名：鄭玉龍
- 出生年月：1988年5月
- 政治面貌：中共黨員
- 最高學位：博士
- 職 稱：教授
- 任職年月：2020年6月
- 所在學科：土木工程
學習經歷,工作經歷,學術與社會任職,主講課程,研究領域,科研項目,主要論著,獲獎情況,發明專利,
學習經歷
博士 2013.04至2016.03 九州工業大學(日本) 土木與建築工程
碩士 2011.10至2013.03 九州工業大學(日本) 土木與建築工程
本科 (國際交換生)
2010.04至2011.03 九州工業大學(日本) 土木與建築工程 本科
2007.09至2011.07 河南科技大學 土木工程
工作經歷
2020.06至現在 江蘇大學，土木工程與力學學院，教授
2019.09至2020.05 江蘇大學，土木工程與力學學院，資格教授
2016.04至2019.08 日本株式會社大林組（OBAYASHI CORPORATION） 總公司設計二部主任等
學術與社會任職
信陽市靈石科技有限公司 技術副總監 （兼職）
日本土木學會會員
日本混凝土工學會：混凝土技士
日本技術士會：技術士第一次考試通過
“ACI Structural Journal”、“ACI Materials Journal”、 “Journal of Advanced Concrete Technology”等期刊審稿人
主講課程
結構力學A(II)、土木工程材料A、土木工程專業導論、Steel Structure Design (留學生)
研究領域
混凝土結構基本性能及耐久性
工業廢棄物再利用
微生物礦化在建材中的套用
結合岩土模型的土木結構大規模有限元分析 等
科研項目
1. 混凝土膨脹引起彎折鋼筋脆斷及其對構件力學性能影響的研究, 國家自然科學基金青年項目, 主持;
2. 鹼骨料反應造成橋樑結構力學性能劣化機理和控制研究, 江蘇大學高級人才科研啟動基金, 主持;
3. 針對鹼骨料反應造成混凝土橋樑結構劣化的機理及性能提升研究, 江蘇省博士後科研資助, 主持;
4. 基於工業廢棄物製備綠色超高強石膏基水泥的技術開發, 企業技術開發, 主持;
5. 不同養護工藝下PHC樁混凝土力學性能與微觀結構的規律及關在線上制研發, 企業技術開發, 主持;
6. 鄱陽湖特大橋PC工法樁基坑圍堰結構施工監測與分析, 企業技術服務, 參與;
7. 預製樁新型機械連線接頭研發，企業技術開發, 參與;
8. Detailed investigation of damage mechanizm of the bridge due to Great East Japan Earthquake, Grant-in-Aid for Scientific Research (A)，參與;
9. Fracture mechanism of stirrups suffering ASR damage, Grant-in-Aid for Challenging Exploratory Research，參與;
主要論著
◆雜誌論文(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
◆會議論文(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]鄭玉龍，陸春華，幸左賢二，上原伸郎，混凝土膨脹作用引發結構損傷的試驗與數值模擬研究，第2屆土木工程計算與仿真技術學術會議，北京，2021-05
獲獎情況
獎學金等
國家優秀自費留學生獎學金(2015年)
羅大力米山紀念獎學金(2015年度)
九州工業大學100周年紀念事業獎學金(2013年)
九州工業大學100周年紀念事業獎學金(2014年)
日本學生支援機構（JASSO）留學生交流支援制度獎學金(2010年)
學術表彰等
第九屆江蘇省高校土木工程專業青年教師講課競賽二等獎
日本預應力混凝土工學會論文賞
日本土木學會年度學術演講會優秀演講者表彰
投稿論文獲得日本混凝土工學會審稿委員會高度評價
發明專利
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;
