首页> 外文期刊>ISIJ international >Formulation Of A Nondestructive Technique For Evaluating Steel Corrosion In Concrete Structures
【24h】

Formulation Of A Nondestructive Technique For Evaluating Steel Corrosion In Concrete Structures

机译:评价混凝土结构中钢腐蚀的无损技术的制定

获取原文
获取原文并翻译 | 示例
           

摘要

This paper reports on a fundamental study on the formulation of a corrosion evaluation system for reinforced concrete structures based on a completely nondestructive technique. This is a method of evaluating the polarization resistance produced at the boundary between concrete and steel, without destroying the concrete surface, to estimate the resulting corrosion current density. A method of estimating the resistivity distribution within concrete to examine the steel corrosion environment is also proposed. This system consists of an equivalent circuit, a resistivity model for examining the effect of concrete, i.e., the measurement medium, and an actual measurement system. The equivalent circuit takes account of the electrode arrangement for resistivity measurement, and the impedance within concrete. This technique was verified by tests using specimens with controlled corrosion losses and was proven to express corrosion deterioration within concrete well. Evaluation by this technique was thus found feasible.
机译:本文报告了基于完全无损技术的钢筋混凝土结构腐蚀评估系统的制定基础研究。这是一种在不破坏混凝土表面的情况下评估在混凝土和钢之间的边界处产生的极化电阻的方法,以估计产生的腐蚀电流密度。还提出了一种估计混凝土内部电阻率分布以检查钢腐蚀环境的方法。该系统由等效电路,用于检查混凝土的影响的电阻率模型(即测量介质)和实际的测量系统组成。等效电路考虑了用于电阻率测量的电极布置以及混凝土内部的阻抗。通过使用具有受控腐蚀损失的试样进行测试,验证了该技术,并证明了该技术可在混凝土井中表现出腐蚀恶化。因此发现用这种技术进行评估是可行的。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号