非均匀锈蚀变形钢筋粘结性能试验研究

徐港; 卫军; 刘德富

doi:10.13204/j.gyjz200901022

非均匀锈蚀变形钢筋粘结性能试验研究

doi: 10.13204/j.gyjz200901022

1.
1. 武汉大学水利水电学院,武汉 430072;
2.
2. 中南大学土木建筑学院,长沙 410083

基金项目:

国家自然科学基金资助项目(50278039,5078068,50538070)

详细信息

作者简介:
徐港,男,1974年12月出生,博士后.E-mail:postxg@163.com

计量
- 文章访问数: 75
- HTML全文浏览量: 8
- PDF下载量: 48
- 被引次数: 0
出版历程
- 收稿日期: 2008-03-25
- 刊出日期: 2009-01-20

EXPERIMENTAL STUDY ON BOND PROPERTIES OF NON-UNIFORMLY CORRODED DEFORMED BAR IN CONCRETE

1.
1. School of Water Resources and Hydropower,Wuhan University,Wuhan 430072,China;
2.
2. School of Civil Engineering and Architecture,Central South University Changsha 410083,China

摘要

摘要: 利用电迁移钢筋锈蚀法,通过中心拉拔试验对钢筋混凝土非均匀锈蚀试件的粘结性能进行研究。试验结果表明:在非均匀锈蚀条件下,试件的开裂不仅取决于锈蚀率,还与锈蚀面积比有关,相同条件下,锈蚀面积比越大,保护层胀裂所需的锈蚀率越小;锈胀裂缝对非均匀锈蚀无箍筋试件的粘结强度有明显影响,随裂缝的产生及发展,试件粘结强度急剧下降,而配箍试件则不然,即便是裂缝宽度达0.2 mm,极限粘结强度也不会下降;锈蚀率在2.4%以内,非均匀锈蚀对试件粘结滑移性能的影响并不十分显著。
- 非均匀锈蚀 /
- 粘结性能 /
- 混凝土 /
- 变形钢筋
Abstract: Based on the electro -migration method for corrosion simulation, pull-out tests were conducted to study the bond properties of non -uniformly corroded deformed bar in concrete. The following conclusions can be drawn from this study; 1) The concrete cover-cracking is influenced not only by corrosion rate but also by area ratio of corroded bar in concrete. Under the same conditions, the larger the area ratio of corroded bar is, the smaller the corrosion rate of bar will be at the cover cracking time. 2) For member s wi thout stirrups, the bond strength will decrease at cover cracking. Then the larger the crack width is the less the bond strength will be. But for hooped members, the ultimate bond strength will not be weakened even the crack width is up to 0.2mm. 3) It is not remarkable that non-uniform corrosion influence on bond slip between concrete and deformed bar when the corrosion rate is within 2.4%
- non-uniform corrosion /
- bond properties /
- concrete /
- deformed bar

HTML全文

参考文献(7)

[2] Cong Q F, Karin L, Liu G C, et al. Corrosion Influence on Bond in Reinforced Concrete [J]. Cement and Concrete Research, 2004, 34(11): 2159-2167.

Al-Sulaimani G J, Kaleemullah M, Basunbul i A, et al. Influence of Corrosion and Cracking on Bond Behavior and Strength of Reinforced Concrete Members[J]. ACI Struc tural Journal, 1990, 87(2): 220-231.

[3] 赵羽习, 金伟良. 锈蚀钢筋与混凝土粘结性能的试验研究[J]. 浙江大学学报, 2002, 36(4): 352-356.

[4] 范颖芳, 黄振国, 李健美, 等. 受腐蚀钢筋混凝土构件中钢筋与混凝土粘结性能研究[J]. 工业建筑, 1999, 29(8): 49-51.

[5] 袁迎曙, 余索, 贾福萍. 锈蚀钢筋混凝土的粘结性能退化的试验研究[J]. 工业建筑, 1999, 29(11): 4-50.

[6] 徐港, 卫军, 刘红庆. 钢筋非均匀锈蚀试验研究[J]. 华中科技大学学报: 自然科学版, 2006, 34(5): 111-114.

[7] JTJ 270-98 水运工程混凝土试验规程[S].

施引文献

资源附件(0)

访问统计