[1]金伟良;夏晋;毛江鸿.《混凝土结构耐久性电化学方法—防护、修复、提升和控制》,科学出版社,2021. [2] Fang, K., Mao, J. (通讯), Wang P., He J., Jin L., Durability control of sea-sand concrete components utilizing strong electric field during early curing period, Construction and Building Materials, 2022, 344: 128221 [3] Mao, J., Xu, J., Zhang, J., Wu, K., He, J., Fan W., Recycling methodology of chloride-attacked concrete based on electrochemical treatment, Journal of Cleaner Production, 2022, 340: 130822 [4]Zhang, K.,Zhang, J. ,Jin, W., Mao, J. (通讯),Xu, Y.,Li, Q. Characterization of fatigue crack propagation of pitting-corroded rebars using weak magnetic signals. Engineering Fracture Mechanics, 2021,1-22 [5] Fang Y , Mao J(通讯), Zhang Y , et al. Calculation of Deflection and Stress of Assembled Concrete Composite Beams under Shrinkage and Creep and Its Application in Member Design Optimization[J]. KSCE Journal of Civil Engineering, 2021, 25(4): 3458-3476 [6] Zhang, K., Zhang, J., Jin, W., Mao, J. (通讯), & Xu, F. A novel method for characterizing the fatigue crack propagation of steel via the weak magnetic effect. International Journal of Fatigue, 2021, 146(1), 106166. [7] Zhang K., Zhang J., Jin W., Mao J.(通讯), Long J. Stiffness degradation for fatigue of reinforced concrete beams after electrochemical rehabilitation. Construction and Building Materials, 2020, 260(120455). [8] Fan W., Mao J. (通讯), Jin W., Xia J., Zhang J., Li Q. Repair effect of bidirectional electromigration rehabilitation on concrete structures at different durability deterioration stages. Construction and Building Materials, 2020, 251(118872). [9] Zhang J., Jin W., Mao J. (通讯), Xia J., Fan W. Determining the fatigue process in ribbed steel bars using piezomagnetism. Construction and Building Materials, 2020, 239(117885). [10] Zhang J., Jin W., Mao J. (通讯), Long J., Zhong X. Deterioration of static mechanical properties of RC beams due to bond damage induced by electrochemical rehabilitation. Construction and Building Materials, 2020, 237(UNSP 117629). [11] Mao J., Jin W., Zhang J., Xia J., Fan W., Xu Y. Hydrogen embrittlement risk control of prestressed tendons during electrochemical rehabilitation based on bidirectional electro-migration. Construction and Building Materials, 2019, 213: 582-591. [12] Mao J., Xu F., Jin W., Gao Q., Xu Y., Xu C. An Optical Fiber Sensor Method for Simultaneously Monitoring Corrosion and Structural Strain Induced by Loading. Journal of Testing Evaluation, 2018, 46(4): 1443-1451. [13] Mao, J. H., Xu, F. Y., Jin, W. L., Zhang, J., Wu, X. X., & Chen, C. S. Research on the fatigue flexural performance of RC beams attacked by salt spray. China Ocean Engineering, 2018, 32(2), 179-188. [14] Mao J., Xu F., Gao Q., Liu S., Jin W., Xu Y. A Monitoring Method Based on FBG for Concrete Corrosion Cracking. Sensors, 2016, 16(10937). [15] Mao J., Yu K., Xu Y., Wu X., Jin W., Xu C., Pan C. Experimental Research on the Distribution of Chloride Ion Migration in Concrete Cover during Electrochemical Chloride Extraction Treatment, Int J Electrochem Sc. 2016, 11(5): 4076-4083. [16]毛江鸿,薛倩倩,张军,罗林,马佳星.电化学修复后钢筋低周疲劳性能退化的时间效应及其影响[J].材料导报,2022,36(12):75-81. [17]张怡雪,毛江鸿(通讯),方明山,谭昱,王文洋.考虑存梁期影响的节段悬拼混凝土桥徐变变形分析[J].桥梁建设,2021,51(04):73-80. [18]樊玮洁,吴云涛,毛江鸿(通讯),金伟良,陈锦森.电化学修复后钢筋混凝土黏结性能演变规律[J].工程科学学报,2021,43(06):778-785 [19]周建强,毛江鸿(通讯),宋鑫,樊玮洁,应国刚.某跨海大桥混凝土氯离子超限的诊断与处置[J].桥梁建设,2021,51(01):136-141. [20]张军,金伟良,毛江鸿(通讯),龙江兴,樊玮洁.混凝土梁电化学修复后的耐久性能及力学特征[J].哈尔滨工业大学学报,2020,52(08):72-80. [21]谢振康,金伟良,毛江鸿(通讯),张军,樊玮洁,夏晋.双向电迁移后混凝土内钢筋氢含量变化及影响[J].材料导报,2020,34(02):2039-2045. [22]毛江鸿,陈佳芸,崔磊,金伟良,夏晋,许晨,王小军.氯盐侵蚀钢筋混凝土锈胀模型的动态修正[J].建筑材料学报,2016,19(03):485-490. [23]毛江鸿,金伟良,李志远,许晨,任旭初.氯盐侵蚀钢筋混凝土桥梁耐久性提升及寿命预测[J].中国公路学报,2016,29(01):61-66. [24]毛江鸿,陈佳芸,崔磊,何勇,金伟良,夏晋,许晨.氯盐侵蚀钢筋混凝土锈胀开裂监测及预测方法[J].建筑材料学报,2016,19(01):59-64. |
获奖: [1]中国腐蚀与防护学会科学技术奖二等奖,海洋环境混凝土改性胶凝材料研制关键技术与构件服役特性,中国腐蚀与防护学会,2021 [2]中国公路学会科学技术奖二等奖,沿海高速公路桥梁结构全寿命安全评估与提升技术,中国公路学会,2019; [3]宁波市科学技术奖三等奖,废弃混凝土全再生利用及功能化建材制备关键技术,宁波市人民政府,2019; [4]浙江省公路学会科学技术奖一等奖,跨海大桥混凝土结构耐久性长期维护成套技术,浙江省公路学会,2017; [5]宁波市科学技术奖一等奖,基于双向电渗技术的沿海混凝土结构耐久性提升技术与应用,宁波市人民政府,2016; 部分授权发明专利: [1]樊玮洁,樊扬祖,毛江鸿,等.一种自浓缩阳离子的海洋结构潮汐区裂缝电沉积修复系统. ZL201911247291.3, 2021. [2]张军,毛江鸿,金伟良,等.混凝土桥梁的裂缝形态的测量装置和直角坐标系测量方法. ZL201910524330.3, 2021. [3]张军,毛江鸿,金伟良,等.钢筋混凝土桥梁的裂缝形态的测量装置和测量方法. ZL201910524350.0, 2021. [4]蔡慧静,叶俊能,董宏波,等.大尺寸混凝土块的贯穿式裂缝的制造方法. ZL201811219674.5, 2020. [5]潘崇根,金伟良,毛江鸿,等.一种钢筋混凝土的阻锈防护方法. ZL201711170646.4, 2019. [6]徐方圆,毛江鸿,金伟良,等.对钢筋混凝土结构均匀性电迁除氯的方法. ZL201710005769.6, 2019. [7]夏晋,金世杰,金伟良,等.一种提升电化学修复混凝土效率的装置及方法. ZL201611199386.9, 2019. [8]金伟良,毛江鸿,潘崇根,等.对钢筋混凝土结构电迁除氯时抑制氢脆的方法. ZL201710005776.6, 2019. [9]毛江鸿,金伟良,崔磊,等.沿海及岛屿地区建筑废弃料的再利用方法. ZL201610063763.X, 2018. [10]毛江鸿,徐方圆,金伟良,等.将海砂作为混凝土细骨料进行施工的装置及其施工方法. ZL201610063657.1, 2018. [11]金伟良,张军,左佑,等.基于压磁效应的钢筋混凝土结构疲劳测试方法和装置. ZL201510300212.6, 2017. [12]毛江鸿,崔磊,金伟良,等.基于光纤传感的钢筋混凝土锈胀开裂的监测装置及方法. ZL201410398763.6, 2017. [13]毛江鸿,崔磊,金伟良,等.钢筋混凝土结构的氯离子浓度检测装置及其无损检测方法. ZL201410828118.3, 2016. [14]毛江鸿,金伟良,杨劲秋,等.钻孔灌注桩的桩基缺陷的检测及修补方法. ZL201510139773.2, 2016. [15]毛江鸿,金伟良,崔磊,等.用于监测钢结构应变的分布式传感光纤的安装方法. ZL201310249713.7, 2015. |