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; [26] 两种养护制度下C100高强混凝土韧性对比试验研究, 张虹宇, 郑玉龙, 陆春华, 硅酸盐通报, 2023; [27] 弯折钢筋初期损伤形成的规律及机制研究, 郑玉龙, 孙玉涛, 陆春华*, 刘翔, 幸左贤二, 工程力学, 2023; [28] An approach of repairing concrete vertical cracks using microbially induced carbonate precipitation driven by ion diffusion, Lu, C., Li, Z., Wang, J., Zheng, Y.*, Cheng, L., Journal of Building Engineering, 2023, 106798 ; [29] (封面论文)基于固废磷石膏制备胶凝材料的工艺及机制，郑玉龙，嵇帅，陆春华，孙玉涛，赵航，复合材料学报，2023； [30] Experimental study of initial damage to steel bars due to bending process and the resulting performance deterioration, Y.L. Zheng, Y.T Sun, H.R. Lin, J.Q. Wang, X. Liu, C.H. Lu, Construction and Building Materials, Volume 411, 2024, 134326; [31] Efficient inhibition of ASR by microbially induced calcium carbonate precipitation on aggregates at a low degree of saturation, S.Z Bu, Y.L. Zheng, C.H. Lu, L. Cheng, Journal of Building Engineering, Volume 84, 2024, 108516; [32] 微生物矿化抑制碱-硅酸反应的试验与机制探索，郑玉龙， 林鸿儒, 陆春华, 王景全, 复合材料学报，2024； [33] Innovative and environmentally friendly MICP surface curing: enhancing mechanical and durability properties of concrete, Yulong Zheng , Ronglei Li, Jingquan Wang, Haozhe Pan, Guiyu Zhang, Liang Cheng, Journal of Cleaner Production, Vol. 478, 2024, 143962; [34] Perforated cenospheres used to enhance the engineering performance of high-performance cement-slag-limestone ternary binder, Gui-Yu Zhang, Jingquan Wang, Yulong Zheng, Zenian Wang, Xiao-Yong Wang, Construction and Building Materials, 2024, 455: 139084; [35] The Effect of Industrial Byproducts Fly Ash and Quartz Powder on Cement Properties and Environmental Benefits Analysis, Yonghong Miao, Yudong Luo, Yulong Zheng, Zenian Wang, Zhaochang Zhang, Xiaoyong Wang, Guiyu Zhang, Applied Sciences-Basel, 2025, 15(9), 5093; [36] Experimental and theoretical studies on torsional rigidities and capacities of U-shaped steel-encased concrete composite beams under pure and combined torsions, Zhaochang Zhang, Weihong Qin, Jingquan Wang, Yulong Zheng, Guiyu Zhang, Zhuo Xi, Xuhong Fan, Engineering Structures, 2025, 337: 120487; [37] 钢-UHPC(CA)组合结构中PBL连接件抗剪性能试验研究，郑玉龙，黄璨，戚家南，胡玉庆，王景全，中国公路学报，2025； [38] High-dosage carbide slag-based cementitious material: Workability, mechanical strength, and carbonation behavior with the performance enhancement, Yulong Zheng, Chang Liu, Jingquan Wang, Haozhe Pan, Xingpei Yan, Stuart T. Wagland, Guiyu Zhang, Liang Cheng, Case Studies in Construction Materials, 2025, e05145; [39] Influence of bending angles on initial damage and mechanical properties of bent rebars, Sheng Yan, Yu-Long Zheng*, Zhi-Wei Yan, Zhao-Chang Zhang, Construction and Building Materials, 2025, 499: 144124; ◇ 会议论文(Papers in Conference Proceedings) [40] 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 [41] 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 [42] 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 [43] 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 [44] 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 [45] 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 [46] 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 [47] 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 [48] 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 [49] 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 [50] 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 [51] 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 [52] 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 [53] 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 [54] 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 [55] 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 [56] 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 [57] 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 [58] 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 [59] 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 |
