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材料导报  2023, Vol. 37 Issue (16): 21110218-6    https://doi.org/10.11896/cldb.21110218
  无机非金属及其复合材料 |
考虑时间效应的电化学修复后RC柱抗震性能试验研究
王向林1,2, 毛江鸿3,*, 宋志刚1, 马佳星2, 张军2
1 昆明理工大学建筑工程学院,昆明 650500
2 浙大宁波理工学院土木建筑工程学院,浙江 宁波 315100
3 四川大学建筑与环境学院,成都 610065
Experimental Study on Seismic Performance of RC Column After Electrochemical Repair Considering Time Effect
WANG Xianglin1,2, MAO Jianghong3,*, SONG Zhigang1, MA Jiaxing2, ZHANG Jun2
1 Faculty of Civil Engineering and Architecture, Kunming University of Science and Technology, Kunming 650500,China
2 School of Civil Engineering and Architecture, Ningbo Tech University, Ningbo 315100, Zhejiang, China
3 College of Architecture and Environment, Sichuan University, Chengdu 610065,China
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摘要 采用混凝土结构电化学修复(常用密度为3.0 A/m2)对RC柱进行电化学充氢,并考虑时间效应设置了不充氢、充氢未静置、充氢后静置试件,开展低周往复试验得到了RC柱破坏特征、裂缝特征、滞回曲线、骨架曲线及刚度退化曲线。研究结果表明:由于混凝土强度、钢筋性能及钢筋-混凝土粘结滑移性能退化的影响,RC柱裂缝特征存在明显区别,该区别会随着静置时间延长而消失;该电流密度下RC柱的破坏模式、承载能力、耗能能力均无显著差异。因此,在具有抗震设防要求的地区,采用常用电流密度并考虑时间效应时电化学修复对混凝土结构的抗震性能不存在显著影响。
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王向林
毛江鸿
宋志刚
马佳星
张军
关键词:  混凝土结构  电化学修复  低周往复  抗震性能  时间效应    
Abstract: The electrochemical hydrogen charging of RC components was carried out under the density of 3.0 A/m2 commonly used in electrochemical repair of concrete structures. The effect of hydrogen charging and time effect were considered in the experiments. The low-cycle reciprocating experiment was carried out to obtain the failure mode, crack characteristics, hysteresis curve, skeleton curve and stiffness degradation curve. The results show that crack characteristics after electrochemical repair show obvious difference due to the decreasing of concrete strength, reinforcement properties and bond behavior strength. However, this negative effect recovers by considering the time effect. There is no significant difference on the failure mode, bearing capacity and energy dissipation capacity among each column. Therefore, electrochemical repair with common current density, meanwhile considering the time effect, has no significant effect on the seismic performance of the structure which is located in seismic area.
Key words:  concrete structure    electrochemical repair    low cycle reciprocating    seismic performance    time effect
出版日期:  2023-08-25      发布日期:  2023-08-14
ZTFLH:  TU375  
基金资助: 国家自然科学基金(51878610;51638013;52108177)
通讯作者:  *毛江鸿,四川大学建筑与环境学院特聘研究员;2010—2011年,于Queen's University of Belfast 做学术访问,2012—2021年,浙江大学宁波理工学院土木工程系讲师/副教授/教授,研究方向为混凝土结构耐久性。已在国内外学术期刊上发表论文120余篇。jhmao@scu.edu.cn   
作者简介:  王向林,2018年于长春建筑学院获得学士学位,2022年于昆明理工大学获得建筑与土木工程专业硕士学位,硕士期间研究方向为混凝土结构耐久性和电化学修复技术。
引用本文:    
王向林, 毛江鸿, 宋志刚, 马佳星, 张军. 考虑时间效应的电化学修复后RC柱抗震性能试验研究[J]. 材料导报, 2023, 37(16): 21110218-6.
WANG Xianglin, MAO Jianghong, SONG Zhigang, MA Jiaxing, ZHANG Jun. Experimental Study on Seismic Performance of RC Column After Electrochemical Repair Considering Time Effect. Materials Reports, 2023, 37(16): 21110218-6.
链接本文:  
http://www.mater-rep.com/CN/10.11896/cldb.21110218  或          http://www.mater-rep.com/CN/Y2023/V37/I16/21110218
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