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锈蚀钢筋与混凝土粘结性能的试验研究
引用本文:卫军,张华,徐港,王薇,黄滢,王腾.锈蚀钢筋与混凝土粘结性能的试验研究[J].铁道科学与工程学报,2009,6(4).
作者姓名:卫军  张华  徐港  王薇  黄滢  王腾
作者单位:1. 中南大学,土木建筑学院,湖南,长沙,410075;华中科技大学,土木工程与力学学院,湖北,武汉,430074
2. 华中科技大学,土木工程与力学学院,湖北,武汉,430074
3. 三峡大学,土木工程与水利学院,湖北,宜昌,443002
4. 中南大学,土木建筑学院,湖南,长沙,410075
基金项目:国家自然科学基金资助项目(50578068)
摘    要:鉴于现在广泛应用的拉拔式试验结果不能反映实际受弯构件中钢筋与混凝土的粘结性能,设计了梁式试件来研究钢筋与混凝土之间粘结性能.采用半干法的钢筋通电快速锈蚀法对钢筋进行锈蚀.在此基础上,对锈蚀钢筋的混凝土梁受力各阶段特征点的粘结应力及滑移值进行试验测定,拟合出粘结滑移曲线及锈蚀对粘结性能影响曲线.基于试验数据,提出了锈蚀率及锈胀裂缝宽度对钢筋与混凝土粘结强度影响系数的建议表达式.

关 键 词:梁式试验  锈蚀钢筋  滑移曲线  粘结性能

Experimental study on the bond behavior between concrete and corroded steel bars
WEI Jun , ZHANG Hua , XU Gang , WANG Wei , HUANG Ying , WANG Teng.Experimental study on the bond behavior between concrete and corroded steel bars[J].Journal of Railway Science and Engineering,2009,6(4).
Authors:WEI Jun  ZHANG Hua  XU Gang  WANG Wei  HUANG Ying  WANG Teng
Institution:WEI Jun1,2,ZHANG Hua2,XU Gang3,WANG Wei2,HUANG Ying1,WANG Teng1 (1.School of Civil , Architectural Engineering,Central South University,Changsha 410075,China,2.School of Civil Engineering , Mechanics,Huazhong University of Science , Technology,Wuhan 430074,3.School of Civil Engineering , Hydraulic,Three Gorges University,Yichang 443002,China)
Abstract:In view of the fact that pull-out test can not reflect the bond behavior of practical flexural member between concrete and corroded steel bar,the device of beam model experiment was designed to study the bond behavior between concrete and corroded steel bar.The semidry accelerated corrosion method with current was used simultaneously.On the basis,the bond strength and free-end slip of the corrosion reinforced concrete beam under various loading stages were measured by experiment,and nonlinear fitting curves...
Keywords:beam model experiment  corroded steel bar  bond-slip curve  bond behavior  
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