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利用OFDR解调的传感光纤分布式应变检测结构构件强度的方法与试验

The Method and Experiment of Detecting the Strength of Structural Components Utilizing the Distributed Strain of Sensing Optical Fibers Demodulated by OFDR.

作者信息

Chen Bin, Yang Jun, Zhang Dezhi, Liu Wenxiang, Li Jin, Zhang Min, Li Ang, Wang Zhao

机构信息

National Key Laboratory of Intense Pulsed Radiation Simulation and Effect, Northwest Institute of Nuclear Technology, Xi'an 710024, China.

出版信息

Sensors (Basel). 2024 Aug 12;24(16):5212. doi: 10.3390/s24165212.

Abstract

Defects occurring during the welding process of metal structural components directly affect their overall strength, which is crucial to the load-bearing capacity and durability of the components. This signifies the importance of accurate measurement and assessment of weld strength. However, traditional non-destructive testing methods such as ultrasonic and non-contact camera inspection have certain technical limitations. In response to these issues, this paper analyzes the detection principle of weld strength, revealing that weld defects reduce the effective area of the structural bearing section and cause stress concentration around them. Through repeated experimental data analysis of samples, strain distribution data along the one-dimensional direction caused by defects such as slag inclusion and porosity were obtained. Experimental results show that this method can identify defect types in welds, including slag inclusion, porosity, and unevenness, and accurately measure the location and size of defects with a precision of 0.64 mm, achieving qualitative analysis of weld defects. Additionally, by deploying distributed optical fiber sensors (DOFS) at different vertical distances along the weld direction, the propagation law of stress induced by different types of weld defects on samples was thoroughly analyzed. This further validates the advantages of this method in weld strength detection, including high spatial resolution, high sensitivity, and non-destructive measurement.

摘要

金属结构部件焊接过程中出现的缺陷直接影响其整体强度,而整体强度对于部件的承载能力和耐久性至关重要。这凸显了精确测量和评估焊接强度的重要性。然而,传统的无损检测方法,如超声波检测和非接触式相机检测,存在一定的技术局限性。针对这些问题,本文分析了焊接强度的检测原理,发现焊接缺陷会减小结构承载截面的有效面积,并在缺陷周围引起应力集中。通过对样本的反复实验数据分析,获得了由夹渣和气孔等缺陷引起的沿一维方向的应变分布数据。实验结果表明,该方法能够识别焊缝中的缺陷类型,包括夹渣、气孔和不均匀性,并能以0.64毫米的精度精确测量缺陷的位置和大小,实现对焊接缺陷的定性分析。此外,通过沿焊接方向在不同垂直距离处部署分布式光纤传感器(DOFS),深入分析了不同类型焊接缺陷在样本上引起的应力传播规律。这进一步验证了该方法在焊接强度检测中的优势,包括高空间分辨率、高灵敏度和无损测量。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c2bf/11359331/b128c844f959/sensors-24-05212-g001.jpg

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