用全息干涉法检测带肋铁结构焊接缺陷

F. Vincitorio, N. Budini, C. Mulone, C. Freyre, M. Spector, A. L. López Díaz, A. Ramil Rego, A. Yañez Casal
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引用次数: 2

摘要

由带肋铁条(ADN-420)制成的金属结构通常用于棚屋和支撑结构。通常,桁架由许多带肋的铁条组成,通过焊接过程组合在一起。虽然罗纹铁制造商不推荐这种类型的结构,但它仍然经常使用。这些桁架的主要弱点是焊接点,因为带肋铁不是一种适合焊接的材料。这项工作提出了通过传统(光学)和数字全息干涉测量(分别为HI和DHI)对从倒塌桁架中提取的带肋铁条之间的焊接点进行分析获得的结果。实验分为两个不同的系列研究。第一个系列是在金相样品上进行的,第二个系列是在不同的焊接点上进行的。这些结果得到了外部实验室金相分析的补充。DHI表明,棒材没有重要的失效,但在分析中证明了其中一个焊接点的缺陷。这些信息加上金相分析结果可以推断,倒塌可能是由于结构设计上的错误,因为铁条不符合标准。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Holographic interferometry as a method to detect welding failures on ribbed iron structures
Metallic structures made of ribbed iron bars (ADN-420) are of common use in sheds and supporting structures. Usually, trusses are constructed with many pieces of ribbed iron bars, combined together through a welding process. Although ribbed iron manufacturers do not recommend this type of structure it is still frequently used. The main weakness of these trusses is the welding point because ribbed iron is not a material suitable for welding. This work presents results obtained from an analysis of welding points between ribbed iron bars extracted from a collapsed truss, by means of conventional (optical) and digital holographic interferometry (HI and DHI, respectively). The experiments were divided in two different series of studies. The first series were performed by HI on metallographic samples while the second series were done by DHI on different welding points. These results were complemented by metallographic analysis made in an external laboratory. DHI indicated that the bars did not have important failures but evidenced defects in one of the welding points under analysis. This information together with metallographic results allowed inferring that the collapse was probably due to an error in the design of the structure, since the iron bars were out of standard compliance.
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