| 混凝土构件中钢筋锈蚀的中子断层扫描成像 |
| |
| 引用本文： | 张鹏,WITTMANNFolkerH,李荣旭,王雨,艾昕,赵铁军.混凝土构件中钢筋锈蚀的中子断层扫描成像[J].建筑材料学报,2016,19(6):1019-1022. |
| |
| 作者姓名： | 张鹏 WITTMANNFolkerH 李荣旭 王雨 艾昕 赵铁军 |
| |
| 作者单位： | 青岛理工大学土木工程学院,山东青岛266033,AedificatInstituteFreiburg,FreiburgD79100,Germany,青岛理工大学土木工程学院,山东青岛266033,中国原子能科学研究院核物理研究所,北京102413,青岛理工大学土木工程学院,山东青岛266033,青岛理工大学土木工程学院,山东青岛266033 |
| |
| 基金项目： | 国家重点基础研究发展计划（973计划）项目(2015CB655100);国家自然科学基金资助项目(51420105015,51278260) |
| |
| 摘 要： | 制备了小型混凝土构件,通过三点弯曲诱导裂缝和氯盐溶液干湿循环加速其中钢筋锈蚀,采用自然电位法监测钢筋的腐蚀电位,并采用中子断层扫描成像技术对钢筋锈蚀产物分布进行了分析.结果表明:钢筋混凝土构件经过85次氯盐溶液干湿循环后,采用中子断层扫描成像技术对其进行三维扫描成像,可直观呈现钢筋锈蚀产物分布状况;钢筋锈蚀产物集中分布于裂缝断面钢筋与基体界面的底部区域,并沿界面逐渐向外扩展,符合氯盐诱导钢筋锈蚀的坑蚀规律.这为研究混凝土结构中钢筋的锈蚀机理提供了一种新的试验方法.
|
| 关 键 词： | 钢筋锈蚀 腐蚀电位 中子透射 断层成像 |
| 收稿时间： | 2016/5/26 0:00:00 |
| 修稿时间： | 2016/6/23 0:00:00 |
Neutron Tomography of Steel Corrosion in Steel Reinforced Concrete |
| |
| ZHANG Peng,WITTMANN Folker H,LI Rongxu,WANG Yu,AI Xin and ZHAO Tiejun.Neutron Tomography of Steel Corrosion in Steel Reinforced Concrete[J].Journal of Building Materials,2016,19(6):1019-1022. |
| |
| Authors: | ZHANG Peng WITTMANN Folker H LI Rongxu WANG Yu AI Xin and ZHAO Tiejun |
| |
| Affiliation: | Department of Civil Engineering, Qingdao Technological University, Qingdao 266033, China,Aedificat Institute Freiburg, Freiburg D 79100, Germany,Department of Civil Engineering, Qingdao Technological University, Qingdao 266033, China,Institue of Nuclear Physics, China Institute of Atomic Energy, Beijing 102413, China,Department of Civil Engineering, Qingdao Technological University, Qingdao 266033, China and Department of Civil Engineering, Qingdao Technological University, Qingdao 266033, China |
| |
| Abstract: | Small size of steel reinforced concrete beam was prepared. Cracks have been induced by three point bending test. Through wetting drying cycles with NaCl solution, the corrosion of reinforcing steel in the RC beam has been accelerated. The corrosion potential of the carbon steel reinforcement has been measured by using the natural potential method. The corrosion product distributions on the steel surface have been analyzed by means of neutron tomography. Results obtained indicate that after 85 wetting drying cycles, the reinforced concrete beam can be scanned in three dimensions by the technique of neutron tomography. The spatial distributions of corrosion products around the steel reinforcement in the RC specimen can be visualized directly. The corrosion products are mainly concentrated at the interfaces between steel reinforcement and mortar matrix along the crack section. The corrosion products may gradually develop outwards along the steel at the interfaces. This phenomenon is in accord with the mechanism of pitting corrosion induced by chloride ions. A new experimental approach to study the corrosion mechanism of steel in reinforced concrete structures is provided. |
| |
| Keywords: | steel reinforcement corrosion corrosion potential neutron transmission computer tomography |
| 本文献已被 CNKI 等数据库收录！ |
| 点击此处可从《建筑材料学报》浏览原始摘要信息 |
|
点击此处可从《建筑材料学报》下载全文 |
|
