腐蚀对反复荷载下钢筋与混凝土粘结性能的影响

方从启

doi:10.13204/j.gyjz200512005

腐蚀对反复荷载下钢筋与混凝土粘结性能的影响

doi: 10.13204/j.gyjz200512005

方从启

1.
上海交通大学土木工程系上海 200240

基金项目:

国家留学基金(编号:22831060);瑞典政府SI基金(编号:200)资助

详细信息

作者简介:
方从启男 1963年3月出生副教授博士

中图分类号: TU511.3
计量
- 文章访问数: 111
- HTML全文浏览量: 14
- PDF下载量: 111
- 被引次数: 1
出版历程
- 收稿日期: 2005-08-20
- 刊出日期: 2005-12-20

EFFECT OF CORROSION ON BOND BETWEEN REINFORCING STEEL AND CONCRETE UNDER CYCLIC LOADING

Fang Congqi

1.
Department of Civil Engineering,Shanghai Jiaotong University Shanghai 200240

摘要

摘要: 反复荷载可导致钢筋与混凝土之间粘结的严重退化，尤其在混凝土中的钢筋受到腐蚀后。试验研究了不同腐蚀率的钢筋腐蚀对反复荷载作用下的粘结-滑移特性的影响。研究参数包括钢筋腐蚀率和侧向约束。先用加速腐蚀方法将埋置于混凝土中受侧向约束和无侧向约束的钢筋腐蚀至不同的腐蚀程度，再测定其在反复荷载作用下的粘结应力-滑移特性。试验结果显示，较低的钢筋腐蚀有助于减小反复荷载作用下粘结损失的幅度，但这种影响随着腐蚀率增大而减弱。卸载阶段的粘结应力水平仅为加载阶段的3/4。较之于受约束试件，无约束试件的粘结强度随腐蚀率减小更为显著。建立了粘结退化率来表示荷载作用下的粘结损失。较高腐蚀率主要在前5个加载循环引起较大的粘结退化，腐蚀的影响随荷载作用而减弱，同时，反复荷载作用下的粘结应力-滑移曲线与加载历史有关。
- 粘结强度 /
- 钢筋 /
- 混凝土
Abstract: Cyclic loading can result in severe degradation of bond between reinforcing steel bar and the surrounding concrete, especially when the reinforcement is corroded.Tests have been carried out to evaluate the effect of reinforcement corrosion on bond under cyclic loading for different corrosion levels.Parameters investigated include corrosion level and lateral confinement.The embedded reinforcing steel bars, either laterally confined or unconfined, were corroded to different levels by accelerated corrosion method before being tested for bond stress-slip under cyclic loads.The results revealed that a low level of corrosion helped to reduce bond loss during loading.However, this effect was decreased as corrosion level increased.The bond capacity in unloading phase was only three-fourth of that in loading phase.Bond strength decreased more substantially as corrosion level increased in unconfined bars than in confined ones.The term bond degradation factor was developed to represent the bond loss during loading.A higher level of corrosion caused bond degradation primarily in the initial five loading cycles, the effect of corrosion being decreased with loading.It was also demonstrated that cyclic bond stress-slip curve depended on loading history.
- bond strength /
- reinforcing steel /
- concrete

HTML全文

参考文献(12)

[2] Fu X,Chung D D L.Effect of Corrosion on the Bond between Concrete and Steel Rebar.Cement and Concrete Research,1997,27(12):1 811～1 815

Maslehuddin M,Allam I M,Al-Sulaimani G J,et al.Effect of Rusting of Reinforcing Steel on Its Mechanical Properties and Bond with Concrete.ACI Materials Journal,1990,87(5):496～502

[3] Cabrera J G.Deterioration of Concrete due to Reinforcement Steel Corrosion.Cement and Concrete Composite,1996,18:47～59

[4] Rodriguez J.Corrosion of Reinforcement and Service Life of Concrete Structure.Durability of Building Materials,1996,7(1):117～126

[5] Fang C,Lungdgren K,Chen L,et al.Effect of Corrosion on Bond in Reinforced Concrete.Cement and Concrete Research,2004,34(11):2 159～2 167

[6] Tassios T P.Properties of Bond between Concrete and Steel under Load Cycles Idealizing Seismic Actions.ln:Comit Euro-International du Beton,Bulletin No.131,Paris:1979

[7] Eligehausen R,Popov E P,Betero V V.Local Bond Stress-Slip Relationships of Deformed Bar under Generalized Excitations.ln:Report No.UCB/EERC-83/23(1983),Earthquake Engineering Research Center.Berkeley:1983

[8] Filippou F C,Popov E P,Bertero V V.Effect of Bond Deterioration on the Hysteretic Behavior of R/C Joints.ln:Report No.UCB/EERC-83/19,Earthquake Engineering Research Center,University of California.Berkeley:1983

[9] Yankelevsky D Z,Moshe A A,Daniel N F.Mathematical Model for Bond-Slip Behavior under Cyclic Loading.ACI Structural Journal,1992,89(6):692～698

[10] Alavi-Fard M,Marzouk H.Bond Behavior of High Strength Concrete under Reversed Pull-out Cyclic Loading.Canadian Journal of Civil Engineering,2002,29:191～200

[11] Han-Seung Lee,Tadatsugu Kage,Takafumi Noguchi,et al.An Experimental Study on the Retrofitting Effects of Reinforced Concrete Columns Damaged by Rebar Corrosion Strengthened with Carbon Fiber Sheets.Cement and Concrete Research,2003,33(4):563～570

[12] Yubun Auyeung.Bond Properties of Corroded Reinforcement with and without Confinement:[PhD Thesis].New Brunswick Rutgers:The State University of New Jersey,2001

施引文献