期刊文献+

基于图像处理技术的混凝土碳化深度测量 被引量:5

Carbonation depth measurement based on digital image processing technique
下载PDF
导出
摘要 针对现有混凝土碳化深度测量方法(直尺测量法)的不足,提出了一种新的测量方法.首先比较了照相机和普通扫描仪的不同工作原理和图像获取效果,介绍了利用专用扫描设备获取混凝土试件碳化图像的具体方法;对比RGB与HSV模式图像各通道的灰度直方图,给出了利用色相灰度图测量碳化深度的思路;并基于Matlab软件开发了相应的GUI程序,方便地实现了对图像的读入、裁剪、旋转、灰度处理、碳化深度测量及数据导出.为验证新方法的可靠性,分别采用常规测量与色相灰度图测量方法对多个试件的碳化深度进行测量并比较.结果表明,新方法不仅测量值准确,能有效减小人为误差、提高精度,而且在操作上具有明显的便利性并可大大减少试验工作量.因此,该种基于专用扫描设备获取混凝土试件碳化图像结合色相灰度图测量碳化深度的新方法,可以用于混凝土碳化深度测量,并且操作方便、测量结果可靠. In view of the deficiencies in the existing measurement of carbonation depth of concrete, a new measuring method is presented here. The method of image acquisition (image of carbonized specimen) by using improved scanner is introduced and a new idea of using the hue gray scale image to measure the carbonation depth through comparison of every channel histogram of RGB and HSV is proposed. After that, a computer program GUI based on Matlab is developed to crop, rotate, gray and calculate the carbonation depth of concrete and exporting data conveniently. In order to verify the reliability of this new method, the carbonation depth of specimens is measured by two kinds of methods such as a conventional measuring method as well as a colour gray scale image processing method. The measured results show that the new method based on the special scanning apparatus is not only accurate for reducing human error greatly, but also convenient in operation for reducing the workload greatly.
出处 《水利水运工程学报》 CSCD 北大核心 2013年第3期21-24,共4页 Hydro-Science and Engineering
基金 国家自然科学基金资助项目(51109121) 湖北省自然科学基金计划创新群体项目(2010CDA076) 高速铁路建造技术国家工程实验室开放基金资助项目
关键词 混凝土 碳化深度 图像处理 MATLAB软件 concrete carbonation depth image processing Matlab software
  • 相关文献

参考文献9

  • 1MEHTA P K. Concrete durability-fifty years progress[ C]//Proc of 2nd Inter Conf on Concrete Durability. ACI SP126-1, 1991 : 1-31.
  • 2AMMOUCHE A, RISS J, BREYSSE D, et al. Image analysis for the automated study of microcracks in concrete[ J ] . Cement & Concrete Composites, 2001, 23 (2-3) : 267-278.
  • 3SINHA S K, FIEGUTH P W. Automated detection of cracks in buried concrete pipe images [ J ]. Automation in Construction, 2006, 15(1) : 58-72.
  • 4卫军,曹龙飞,曾艳霞,董荣珍,陈绍磊.混凝土结构裂缝特征提取研究[J].武汉理工大学学报,2011,33(11):72-75. 被引量:13
  • 5SEGURA I, MOLERO M, APARICIO S, et al. Measurement of the degraded depth in cementitious materials by automatic digital image processing[ J]. Measurement Science and Technology, 2010, 21(5) : 055103.
  • 6苏小华,赵继广,张慧星.CCD摄像机成像畸变的研究[J].物理实验,2003,23(9):39-41. 被引量:14
  • 7吴冰,秦志远.自动确定图像二值化最佳阈值的新方法[J].测绘学院学报,2001,18(4):283-286. 被引量:92
  • 8徐港,王青.Matlab在混凝土结构仿真中的应用[J].三峡大学学报(自然科学版),2004,26(2):151-153. 被引量:3
  • 9GB/T50082-2009普通混凝土长期性能和耐久性能试验方法标准[S].

二级参考文献19

  • 1陆玲,陈国明,戴扬.水下结构物表面缺陷的自动检测与识别[J].计算机测量与控制,2004,12(12):1125-1127. 被引量:4
  • 2段瑞玲,李玉和,李庆祥,贾惠波.非线性阈值自调整小波图像去噪方法研究[J].光电子.激光,2006,17(7):871-874. 被引量:20
  • 3朱春盛.钢筋混凝土桥梁裂缝成因分析[J].铁路工程造价管理,2006,21(6):25-27. 被引量:9
  • 4傅绍银 王明东.大学物理实验[M].北京:军事谊文出版社,2000..
  • 5Ammouehe A, Riss J, Breysse D, et al. Image Analysis for the Automated Study of Microcracks in Concrete[J]. Cement and Concrete Composites, 2001,23(2-3) : 267-278.
  • 6Soroushian P, Elzafranery M, Nossoni A. Specimen Preparation and Image Processing and Analysis Techniques for Automated Quantification of Concrete Microcracks and Voids[J]. Cement and Concrete Research, 2003,33 (12) :1949-1962.
  • 7Sinha S K, Fieguth P W. Automated Detection of Cracks in Buried Concrete Pipe Images[J]. Automation in Construction,2006,15(1):58-72.
  • 8Sahoo P K, Soltani S, Wong A K C. A Survey of Thresholding Techniques[J]. Computer Vision,Graphics and Image Processing, 1988,41(2) :233-260.
  • 9Weng Juyang, Cohen P, Herniou M. Camera Calibration with Distortion Models and Accurancy Evaluation [ J ]. Ransactions on Pattern and Machine Intelligence, 1992,14 (10) :3-4.
  • 10G-B50010-2002.混凝土结构设计规范[S].[S].,..

共引文献142

同被引文献30

  • 1李果,袁迎曙,耿欧.气候条件对混凝土碳化速度的影响[J].混凝土,2004(11):49-51. 被引量:48
  • 2史才军,元强,邓德华,郑克仁.混凝土中氯离子迁移特征的表征[J].硅酸盐学报,2007,35(4):522-530. 被引量:26
  • 3高全全,张虎元.大气二氧化碳浓度升高对混凝土碳化的影响[J].混凝土,2007(4):17-19. 被引量:13
  • 4吴立朋.表层混凝土氯离子扩散性能及其测试方法研究[D].北京:清华大学,2011.
  • 5PARROTT L J. A Study of Carbonation- induced Corrosion[J]. Magazine of Concrete Research, 1994,46(166) :23 - 28.
  • 6YONGSHENG J I. Comparison of Concrete Carbonation Process under Natural Condition and High CO2 Concentration Environ- ments[J]. Journal of Wuhan University of Technology - Mater. Sci.Ed,2010,25(3) :515 -522.
  • 7CHANG C F. The Experimental Investigation of Concrete Car- bonation Dept[J].Cement and Concrete Research, 2006, 36 (9) :1760 - 1767.
  • 8MCPOLIN D O.New Test Method to Obtain pH Profiles due to Carbonation of Concretes Containing Supplementary Cementi- tious Materials [J].Journal of Materials in Civil Engineering, 2007 ( 19 ) : 936 - 946.
  • 9三峡大学.固形物上端面扫描仪:中国,ZL201220560853.7[P].2013-04-03.
  • 10杨云芳,张奕,杨岳斌.RCM快速测定氯离子扩散系数法及其验证[J].施工技术,2008,37(6):70-72. 被引量:9

引证文献5

二级引证文献14

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部