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Digitized Measurement of the Cracking Index on the Facings of Concrete Structures

机译:混凝土结构面向裂缝指数的数字化测量

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In civil engineering, the survey of reinforced concrete structures is performed mostly from visual indicators by specialized operators. This paper focuses on the internal swelling of concrete, which is revealed by the cracking at the material surface. The manual survey method consists in estimating the average elongation of the material from the cumulative measurement of cracks thicknesses in 4 directions. To overcome some drawbacks of the manual method, this paper proposes to develop a semi-automated measurement of the cracking index from digital images and image processing tools. This allows us to obtain a more reliable crack index and refined crack characterization. This method has been first tested in laboratory and on a bridge near Nantes in 2012. Finally, the authors have been involved in 2015 on a long-term survey of the stacks of a larger bridge in Nantes. The results of the first-year survey will be reported by the time of the congress in 2016.
机译:在土木工程中,钢筋混凝土结构的调查主要来自专业运营商的视觉指标。本文侧重于混凝土的内部肿胀,这被材料表面的裂缝透露。本手册测量方法包括估计材料在4方向上累积裂缝厚度的累积测量的平均伸长率。为了克服手动方法的一些缺点,本文提出从数字图像和图像处理工具开发半自动测量裂缝指数。这使我们能够获得更可靠的裂缝指数和精致的裂纹表征。该方法首次在实验室和2012年南特附近的桥架上进行测试。最后,作者已参与2015年对南特的较大桥梁的长期调查。 2016年国会的时间将报告第一年调查结果。

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