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材料导报  2020, Vol. 34 Issue (Z2): 221-226    
  无机非金属及其复合材料 |
锈蚀钢筋混凝土粘结滑移性能综述
郑山锁1,2, 杨建军1,2, 郑跃1,2, 董立国1,2, 温桂峰1,2, 姬金铭1,2
1 西安建筑科技大学土木工程学院,西安 710055
2 西安建筑科技大学结构工程与抗震教育部重点实验室,西安 710055
Review of Research on Bond-Slip of Corroded Reinforced Concrete
ZHENG Shansuo1,2, YANG Jianjun1,2, ZHENG Yue1,2, DONG Liguo1,2, WEN Guifeng1,2, JI Jinming1,2
1 School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China
2 Key Laboratory of Structure Engineering and Earthquake Resistance, Ministry of Education (XAUAT), Xi'an 710055, China
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摘要 本文基于国内外大量研究,从钢筋锈蚀实验方法、锈蚀钢筋粘结强度、锈蚀钢筋粘结应力-滑移本构关系三个方面对锈蚀钢筋与混凝土之间的粘结性能进行了综述。首先,在钢筋锈蚀实验方法研究方面,简要分析了自然锈蚀、人工气候模拟、通电加速锈蚀试验方法的优点、缺点及适用性。在锈蚀钢筋粘结强度方面,对影响锈蚀钢筋粘结强度的因素进行了归纳和总结,对国内外粘结强度退化模型进行了详细阐述。在锈蚀钢筋粘结应力-滑移本构模型方面,从单调和循环反向荷载作用两方面对锈蚀钢筋粘结应力-滑移本构模型进行了阐述。应当指出的是,现阶段基于单调荷载作用下的锈蚀钢筋粘结应力-滑移本构模型已有大量研究,但循环反向荷载作用下的相关研究相对较少。最后,对该研究方向中存在的不足及研究趋势进行了分析,指出基于锈胀裂缝宽度建立的粘结力预测模型更具有实际意义,但相关的模型研究较少,现有的研究多基于外部约束较强的拔出试件,破坏模式多为拔出破坏,劈裂破坏模式下的粘结性能研究较少,而实际工程中多为劈裂破坏,因此劈裂破坏模式下的粘结性能应该成为研究重点。
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郑山锁
杨建军
郑跃
董立国
温桂峰
姬金铭
关键词:  锈蚀实验方法  粘结强度  本构关系  单调荷载  往复荷载    
Abstract: Based on a large number of studies at home and abroad, this paper summarizes the bond performance between corroded steel bars and concrete from three aspects: the experimental method of steel corrosion, the bond strength of corroded steel bars and the bond stress slip constitutive relationship of corroded steel bars. First of all, the advantages and disadvantages of natural corrosion, artificial climate simulation and electrified accelerated corrosion test are analyzed. In the aspect of bond strength of corroded steel bars, the factors influencing bond strength of corroded steel bars are summarized, and the degradation models of bond strength at home and abroad are described in detail. In the aspect of bond stress-slip constitutive model of corroded steel bars, the bond slip constitutive model of corroded steel bars is elaborated from two aspects of monotonic and cyclic reverse load. It should be pointed out that there are a lot of researches on bond stress-slip constitutive model of corroded steel bars based on monotonic load at present, but there are relatively few researches under cyclic reverse load. At last, the shortcomings and research trends of this research direction are analyzed. It is pointed out that the prediction model of bond force based on the width of rust expansion crack is more practical, but the related model research is less. The existing research is mostly based on the pull-out specimen with strong external constraints, the failure mode is pull-out failure, and the research of bond performance under the split failure mode is less, but the actual situation is less Cleavage is the most common failure mode in engineering, so the bond performance under Cleavage mode should be the research focus.
Key words:  corrosion test method    bond strength    constitutive relation    monotonic load    reciprocating load
               出版日期:  2020-11-25      发布日期:  2021-01-08
ZTFLH:  TU528  
基金资助: 国家重点研发计划课题(2019YFC1509302);国家自然科学基金计划(51678475);西安市科技计划项目(2019113813CXSF016SF026);陕西省教育厅产业化项目(18JC020)
通讯作者:  yangjianjun_1@yeah.net   
作者简介:  郑山锁,西安建筑科技大学土木工程学院教授、博士研究生导师。1983年7月本科毕业于原西安冶金建筑科学院本科工业与民用建筑专业;1990年12月毕业于该校结构工程专业,获硕士学位;2000年6月毕业于西安建筑科技大学结构工程专业,获博士学位;2000年10月—2003年2月在西安交通大学工程力学博士后流动站从事研究工作。主要从事钢与混凝土组合结构、混凝土结构、钢结构、钢结构及其抗震,建(构)筑物结构可靠性评估、震害预测等的研究工作。省部级科学技术一、二等奖9项,获国家发明专利48项、国家软件著作权30项,发表学术论文357篇(其中214篇被SCI、EI收录),主编著作14部,参编国家规范1部,制定企业标准1部。杨建军,2018年7月毕业于攀枝花学院土木工程专业,获得工学学士学位。现为西安建筑科技大学土木工程学院硕士研究生,在郑山锁教授的指导下进行研究。目前主要的研究领域为工程结构抗震。
引用本文:    
郑山锁, 杨建军, 郑跃, 董立国, 温桂峰, 姬金铭. 锈蚀钢筋混凝土粘结滑移性能综述[J]. 材料导报, 2020, 34(Z2): 221-226.
ZHENG Shansuo, YANG Jianjun, ZHENG Yue, DONG Liguo, WEN Guifeng, JI Jinming. Review of Research on Bond-Slip of Corroded Reinforced Concrete. Materials Reports, 2020, 34(Z2): 221-226.
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http://www.mater-rep.com/CN/  或          http://www.mater-rep.com/CN/Y2020/V34/IZ2/221
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