[1]赵羽习.钢筋锈蚀引起混凝土结构锈裂综述[J].东南大学学报(自然科学版),2013,43(5):1122-1134.[doi:10.3969/j.issn.1001-0505.2013.05.035]
 Zhao Yuxi.State-of-art of corrosion-induced cracking of reinforced concrete structures[J].Journal of Southeast University (Natural Science Edition),2013,43(5):1122-1134.[doi:10.3969/j.issn.1001-0505.2013.05.035]
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钢筋锈蚀引起混凝土结构锈裂综述()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
43
期数:
2013年第5期
页码:
1122-1134
栏目:
土木工程
出版日期:
2013-09-20

文章信息/Info

Title:
State-of-art of corrosion-induced cracking of reinforced concrete structures
作者:
赵羽习
浙江大学结构工程研究所, 杭州 310000
Author(s):
Zhao Yuxi
Institute of Structure Engineering, Zhejiang University, Hangzhou 310000, China
关键词:
钢筋锈蚀 混凝土结构 开裂
Keywords:
concrete structures steel corrosion cracking
分类号:
TU375
DOI:
10.3969/j.issn.1001-0505.2013.05.035
摘要:
对钢筋锈蚀引发混凝土锈胀开裂的研究进行了综述,从试验分析、理论模型和数值模拟3个方面总结了相关研究的成果.采用试验观测混凝土锈裂过程是直观研究手段,但是仅根据有限试验数据拟合得到的经验公式的普遍适用性还存在问题.混凝土锈胀开裂力学模型可以较好地描述理想圆柱体钢筋混凝土试件在均匀钢筋锈胀力作用下的锈裂行为,但对于钢筋非均匀锈蚀、受荷载作用的情况,还尚未建立完善的理论预测模型.将获取的钢筋锈蚀非均匀分布的实际情况,作为有限元分析的位移荷载输入,可对非均匀锈蚀混凝土构件锈裂过程进行模拟.钢筋/混凝土界面铁锈填充区的定量研究、钢筋非均匀锈层分布模型、荷载与钢筋锈蚀对锈裂的共同作用情况以及箍筋对混凝土锈裂过程的影响等方面内容需要进一步研究.
Abstract:
A number of empirical, analytical and numerical models for describing the cracking process of concrete induced by steel corrosion are reviewed. The experimental study is a direct method to investigate the corrosion-induced concrete cracking. But due to the limitation of experimental data, the empirical models are generally the simple mathematical expressions and cannot be universally valid. The analytical models can describe the concrete cracking process of a thick-walled cylinder subjected to an internal uniform pressure due to steel corrosion. However, the current analytical is not yet able to handle the uneven corrosion situation and consider the influence of the external loading. Finite element analysis is an efficient way to study the corrosion-induced concrete cracking with the real uneven distribution of corrosion around the parameter of steel bar as the input displacement on concrete cover. Many aspects, such as the quantitative description of porous zone at the interface of steel bar and concrete, the model of uneven steel corrosion distribution, the concrete components subject to both loading and steel corrosion, the influence of stirrups on corrosion-induced concrete cracking and so on, need further researches.

参考文献/References:

[1] Andrade C, Alonso C, Molina F J. Cover cracking as a function of bar corrosion: part 1—experimental test [J]. Materials and Structures, 1993, 26(8): 453-464.
[2] Alonso C, Andrade C, Rodriguez J, et al. Factors controlling cracking of concrete affected by reinforcement corrosion [J].Materials and Structures, 1998, 31(7): 435-441.
[3] Rodriguez J, Ortega L M, Casal J, et al. Corrosion of reinforcement and service life of concrete structures [C]//Proceedings of the 7th International Conference on Durability of Building Materials and Components. London,1996: 117-126.
[4] Webster M P, Clark L A. The structural effect of corrosion—an overview of the mechanism[C]//Proceedings of 2000 Concrete Communication. Birmingham, UK, 2000: 409-421.
[5] 张伟平.混凝土结构的钢筋锈蚀率损伤预测及其耐久性评估[D].上海:同济大学土木工程学院,1999.
[6] Oh B H, Kim K H, Jang B S. Critical corrosion amount to cause cracking of reinforced concrete structures [J]. ACI Materials Journal, 2009, 106(4): 333-339.
[7] Liu Y P, Weyers R E. Modeling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures[J]. ACI Material Journal, 1998, 95(6): 675-681.
[8] Rasheeduzzaf A R, Al-Saadoun S S, A1-Gahtani A S. Corrosion cracking in relation to bar diameter, cover, and concrete quality [J]. Journal Material and Civil Engineering, 1992, 4(4): 327-343.
[9] Vu K, Stewart M G, Mullard J. Corrosion-induced cracking: experimental data and predictive models [J]. ACI Structural Journal, 2005, 102(5): 719-726.
[10] Vidal T, Castel A, Francois R. Analyzing crack width to predict corrosion in reinforced concrete [J]. Cement and Concrete Research, 2004, 34(1): 165-174.
[11] Zhang R, Castel A, Francois R. Concrete cover cracking with reinforcement corrosion of RC beam during chloride-induced corrosion process [J]. Cement and Concrete Research, 2010, 40(3): 415-425.
[12] 王深. 钢筋混凝土结构锈胀裂缝的研究及耐久性评估[D].上海: 同济大学土木工程学院,2000.
[13] Mullard J A, Stewart M G. Corrosion-induced cover cracking of RC structures: new experimental data and predictive models[R]. Callaghan, Australia: The University of Newcastle, 2009.
[14] 夏晋. 锈蚀钢筋混凝土结构力学性能研究[D].杭州:浙江大学建筑工程学院,2010.
[15] 赵羽习, 金伟良. 钢筋锈蚀导致混凝土构件保护层胀裂的全过程分析[J]. 水利学报,2005,36(8):939-945.
  Zhao Yuxi, Jin Weiliang. Analysis on corrosion-induced concrete cover cracking process [J]. Journal of Hydraulic Engineering, 2005, 36(8): 939-945.(in Chinese)
[16] 陆春华, 赵羽习, 金伟良. 锈蚀钢筋混凝土保护层锈胀开裂时间的预测模型[J].建筑结构学报, 2010, 31(2): 85-92.
  Lu Chunhua, Zhao Yuxi, Jin Weiliang. Modeling of time to corrosion-induced cover cracking in reinforced concrete structures[J]. Journal of Building Structures, 2010, 31(2): 85-92.(in Chinese)
[17] 余江.混凝土结构锈裂损伤分析与试验研究[D]. 杭州:浙江大学建筑工程学院,2011.
[18] Michel A, Brad J P, Mette R, et al. Monitoring reinforcement corrosion and corrosion-induced cracking using non-destructive X-ray attenuation measurements[J]. Cement and Concrete Research, 2011, 41(11): 1085-1094.
[19] Caré S, Nguyen Q T, LHostis V, et al. Mechanical properties of the rust layer induced by impressed current method in reinforced mortar [J]. Cement and Concrete Research, 2008, 38(8/9): 1079-1091.
[20] Wong H S, Zhao Y X, Karimi A R, et al. On the penetration of corrosion products from reinforcing steel into concrete due to chloride-induced corrosion[J]. Corrosion Science, 2010, 52(7): 2469-2480.
[21] Zhao Y X, Yu J, Wu Y Y, et al. Critical thickness of rust layer at inner and out surface cracking of concrete cover in reinforced concrete structures[J]. Corrosion Science, 2012, 59: 316-323.
[22] Zhao Y X, Wu Y Y, Jin W L. Distribution of millscale on corroded steel bars and penetration of steel corrosion products in concrete[J]. Corrosion Science, 2012, 66: 160-168.
[23] Bazan Z P. Physical model for steel corrosion in sea structures applications[J]. Journal of Structural Division, 1979, 105(6): 1155-1166.
[24] 郑建军,周欣竹.钢筋混凝土结构锈蚀损伤的解析解[J].水利学报,2004,35(12): 62-68.
  Zhen Jianjun, Zhou Xinzhu. The analytical solution of the corrosion damage of reinforced concrete structures [J]. Journal of Hydraulic Engineering, 2004, 35(12): 62-68.(in Chinese)
[25] Zhao Y X, Jin W L.Modeling the amount of steel corrosion at the cracking of concrete cover [J]. Advances in Structural Engineering, 2006, 9(5): 687-696.
[26] Zhao Y X, Yu J, Jin W L. Damage analysis and cracking model of reinforced concrete structures with rebar corrosion [J]. Corrosion Science, 2011, 53(10): 3388-3397.
[27] 吴瑛瑶.混凝土结构二阶段理论及裂缝开展研究[D]. 杭州:浙江大学建筑工程学院,2013.
[28] Bhargava K, Ghosh A K, Mori Y, et al. Modeling of time to corrosion-induced cover cracking in reinforced concrete structures[J]. Cement and Concrete Research, 2005, 35(11): 2203-2218.
[29] Bhargava K, Ghosh A K, Mori Y, et al. Analytical model for time to cover cracking in RC structures due to rebar corrosion [J]. Nuclear Engineering and Design, 2006, 236(11): 1123-1139.
[30] Pantazopoulou S J, Papoulia K D. Modeling cover-cracking due to reinforcement corrosion in RC structures[J]. Journal of Engineering Mechanics, 2001, 127(4): 342-351.
[31] Chernin L, Val D V, Volokh K Y.Analytical modeling of concrete cover cracking caused by corrosion of reinforcement[J].Materials and Structures, 2010, 43(4): 543-556.
[32] Maaddawy T E, Soudki K.A model for prediction of time from corrosion initiation to corrosion cracking[J]. Cement and Concrete Composites, 2007, 29(3): 168-175.
[33] Kim K H, Jang S Y, Jang B S, et al. Modeling mechanical behavior of reinforced concrete due to corrosion of steel bar[J]. ACI Structural Journal, 2010, 107(2): 106-113.
[34] 王海龙,金伟良,孙晓燕.基于断裂力学的钢筋混凝土保护层锈胀开裂模型[J].水利学报,2008,39(7):863-869.
  Wang Hailong, Jin Weiliang, Sun Xiaoyan. Corrosion-induced cracking model of reinforced concrete cover based on fracture mechanics [J]. Journal of Hydraulic Engineering, 2008, 39(7): 863-869.(in Chinese)
[35] Li C Q, Melchers R E, Zheng J J. Analytical model for corrosion-induced crack width in reinforced concrete structures[J]. ACI Structural Journal, 2006, 103(4): 479-487.
[36] 王显利,郑建军,吴智敏.钢筋临界锈胀力预测的断裂模型[J].水力发电,2007,33(2):49-52.
  Wang Xianli, Zheng Jianjun, Wu Zhimin. Fracture predicting model for the critical expansion force of reinforced [J]. Water Power, 2007, 33(2): 49-52.(in Chinese)
[37] 罗晓辉,卫军,徐港.钢筋锈胀时混凝土保护层损伤模型[J].华中科技大学学报:自然科学版,2008,36(6):115-118.
  Luo Xiaohui, Wei Jun, Xu Gang. Damage model of concrete cover with steel corrosion [J]. Journal of Huazhong University of Science and Technology: Natural Science Edition, 2008, 36(6): 115-118.(in Chinese)
[38] Li S C, Wang M B, Li S C. Model for cover cracking due to corrosion expansion and uniform stresses at infinity [J]. Applied Mathematical Modeling, 2008, 32(7): 1436-1444.
[39] Malumbela G, Alexander M, Moyo P. Model for cover cracking of RC beams due to partial surface steel corrosion [J]. Construction and Building Materials, 2011, 25(2): 987-991.
[40] 冯瑞,袁迎曙,朱辉,等.钢筋非均匀锈胀力的理论分析[J].徐州工程学院学报,2008,23(4):5-10.
  Feng Rui, Yuan Yingshu, Zhu Hui, et al. Theoretical analysis of expansion induced by steel non-uniform corrosion [J]. Journal of Xuzhou Institute of Technology, 2008, 23(4): 5-10.(in Chinese)
[41] Zhao Y X, Ren H Y, Dai H, et al. Composition and expansion coefficient of rust based on X-ray diffraction and thermal analysis[J]. Corrosion Science, 2011, 53(5): 1646-1658.
[42] Zhao Y X, Dai H, Ren H Y, et al. Experimental study of the modulus of steel corrosion in a concrete port [J]. Corrosion Science, 2012, 56(1): 17-25.
[43] Dagher H J, Kulendran S. Finite element modeling of corrosion damage in concrete structures [J]. ACI Structural Journal, 1992, 89(6): 699-708.
[44] Molina F J, Alonso C, Andrade C. Cover cracking as a function of rebar corrosion: part 2—numerical model [J]. Mater Struct, 1993, 26(9): 532-548.
[45] Zhou K, Martin-Perez B, Lounis Z. Finite element analysis of corrosion-induced cracking, spalling and delamination of RC bridge decks[C]//Proceedings of the 1st Canadian Conference on Effective Design of Structures. Hamilton, Ontario,Canada, 2005: 187-196.
[46] Val D V, Chernin L, Stewart M G. Experimental and numerical investigation of corrosion-induced cover cracking in reinforced concrete structures [J]. Journal of Structural Engineering, ASCE, 2009, 135(4): 376-385.
[47] Saouma V E, Chang S Y. Numerical simulation of reinforced concrete deterioration due to steel corrosion,freezing-thawing and mechanical load effects[C]//Proceedings of the 3rd IABMAS Workshop on Life-Cycle Cost Analysis and Design of Civil Infrastructures Systems. Lausanne, Switzerland, 2003: 102-107.
[48] Hansen E J, Saouma V E. Numerical simulation of reinforced concrete deterioration: partⅡ—steel corrosion and concrete cracking [J]. ACI Material Journal, 1999, 96(3): 331-338.
[49] Shaikh F, Uddin A, Mohamed M, et al. Cover cracking of reinforced concrete beams due to corrosion of steel [J]. ACI Materials Journal, 2007, 104(2): 153-161.
[50] Du Y G, Chan A H C, Clark L A.Finite element analysis of the effects of radial expansion of eroded reinforcement [J]. Computers and Structures, 2006, 84(13/14): 917-929.
[51] Jang B S, Oh B H. Effects of non-uniform corrosion on the cracking and service life of reinforced concrete structures [J]. Cement and Concrete Research, 2010, 40(9): 1441-1450.
[52] 夏宁,任青文.混凝土中钢筋不均匀锈胀的数值模拟及锈蚀产物量的预测[J].水利学报,2006,37(1):70-74.
  Xia Ning, Ren Qingwen. Numerical simulation of non-uniform corrosion of steel bar in concrete and the prediction of corrosion products[J]. Journal of Hydraulic Engineering, 2006, 37(1): 70-74.(in Chinese)
[53] Zhao Y X, Hu B Y, Jin W L. Non-uniform distribution of rust layer around steel bar in concrete[J]. Corrosion Science, 2011, 53(12): 4300-4308.
[54] Zhao Y X, Karimi A R, Wong H S, et al. Comparison of uniform and non-uniform corrosion induced damage in reinforced concrete based on a Gaussian description of the corrosion layer[J]. Corrosion Science, 2011, 53(9): 2803-2814.

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备注/Memo

备注/Memo:
作者简介: 赵羽习(1973—),女,博士,教授,博士生导师,yxzhao@zju.edu.cn.
基金项目: 教育部新世纪优秀人才支持计划资助项目(NCET-12-0493)、国家自然科学基金资助项目(51278460).
引文格式: 赵羽习.钢筋锈蚀引起混凝土结构锈裂综述[J].东南大学学报:自然科学版,2013,43(5):1122-1134. [doi:10.3969/j.issn.1001-0505.2013.05.035]
更新日期/Last Update: 2013-09-20