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利用涡流检测技术对碳纤维复合材料热损伤进行检测。分别在1.00、2.00、3.33、5.00 MHz检测频率下,对3个热损伤程度不同的损伤点进行检测,采集各频率下的检测线圈归一化阻抗曲线,并对其进行X、Y方向的分解,利用信号幅值变化识别热损伤区域,最后采用水浸超声C扫描检测方式对涡流检测结果进行验证。结果表明:热损伤程度及热损伤面积大小对涡流阻抗显示有明显影响,热损伤程度越严重,曲线幅值变化越大;热损伤面积越大,曲线越宽;频率变化改变了阻抗曲线的相位,但对检测效果的影响不明显。所测出的热损伤区域虽有误差,但与水浸超声C扫描检测结果接近。该研究对碳纤维复合材料热损伤评估具有参考价值。 相似文献
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超声成像法检测复合材料层合板铺层方向 总被引:1,自引:0,他引:1
提出一种确定复合材料层合板铺设形式的新的无损检测方法。采用垂直入射的超声纵波进行铺层界面的C扫描或层板全波形B扫描,然后从结构缺陷的反射波中提取纤维方向信息。发现铺层界面的C扫描图大都包含两相邻铺层的纤维方向信息,而上铺层的信息显示更明显。因此,用二维傅里叶变换将界面C扫描图变换为定量的角度分布图,通过显示的方向信息确定上铺层的纤维方向。用类似方法对全波形B扫描图进行处理,将其转换为角度—时间图,图中信号幅度显示层合板中各铺层的方向。由于没有涉及众多界面时间门的设置问题,B扫描方法更为简单。分别用界面C扫描和全波形B扫描方法检测了几种复合材料层合板,确定了它们的铺制结构,并通过建模分析研究这些方法的机理。 相似文献
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通过对高硅氧复合材料声学特性的研究,在对超声波声场探讨的基础上,采用自行研制的超声波扫描成像系统对高硅氧复合材料进行了成像检测。从成像结果分析可知,通过超声信号的降噪处理和特征提取,所得到的扫描图像可检测出材料中的缺陷。 相似文献
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传统超声B扫描和C扫描成像方法不能满足复合材料的检测需求。简要介绍了超声特征扫描(F扫描)成像方法的原理、扫描系统的设计和聚焦探头的制作等。F扫描是以波形上升时间、下降时间、脉冲周期和频谱特性等波形特征或缺陷类型、形状和大小等缺陷特征为特征量进行信号提取和重构并最终成像的方法。试验样件为2 mm厚的复合层状薄板,在板中距上表面0.6和1.4 mm处的两层结合层中分别制作了三个最小直径为1.2 mm的分层缺陷。试验表明,设计的超声特征扫描系统可采用幅度成像、深度成像和底波成像方法成功检测出预制缺陷,并且可实现层析成像功能,还可用于层状薄板的密度和硬质合金的厚度成像,具有强大的功能和多种材料分析用途。 相似文献
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压力管道自动超声成像检测技术 总被引:3,自引:0,他引:3
介绍研制的自动化超声成像检测设备的特点,以及该技术在压力管道检测中的应用,讨论该技术在应用过程中需要解决的几个重要问题。实践证明该技术具有推广应用价值。 相似文献
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研究了应用超声红外技术检测复合材料试件冲击损伤缺陷。针对红外图像对比度差、缺陷轮廓模糊等特点,采用具有非高斯核函数的LBF模型进行了缺陷的边缘检测,利用缺陷边缘实现了缺陷的定量分析。从试验结果可以看出,LBF模型相对于其它常用的边缘检测方法,能够很好地检测低对比度红外图像的目标边缘,为复合材料缺陷的定量分析奠定了基础。从缺陷的长度和宽度定量计算精度可见,超声红外检测方法对于复合材料的缺陷是一种有效的检测手段,为复合材料的研制提供了强有力的技术支持。 相似文献
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The concept of “dynamic thermal tomography” (DTT) was suggested in the 1980s. At that time, there was a wave of interest in the tomographic analysis of materials by active thermal nondestructive testing (TNDT). Unlike particles and quanta of electromagnetic radiation, thermal energy propagates in solids by diffusion. Therefore, a purely geometrical approach, that is characteristic of computed X-ray tomography, is replaced in DTT with the analysis of the evolution of temperature versus time. DTT is based on the fact that, in one-sided TNDT, deeper material layers are characterized by longer time delays of the thermal response. The DTT algorithm is relatively stable when used in the inspection of certain materials. Thermal waves experience damping by amplitude and retardation in time. This limits the detection depth and produces certain artifacts that can be suppressed by thresholding maxigrams. DTT can also be considered as a specific way of data presentation that has proven to be useful in many practical cases, including surface and volumetric thermal stimulation of both metals and non-metals. Thermal tomograms appear similar to binary maps of defects, thus enabling more reliable defect detection in comparison to conventional IR thermograms. In this paper, a “reference-free” approach to DTT is proposed being based on some mathematical manipulations with a front-surface temperature response. Also, the possibility of using the DTT principles for processing the results of ultrasonic infrared thermography is demonstrated. 相似文献
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Application of infrared thermography to the non-destructive testing of concrete and masonry bridges 总被引:2,自引:0,他引:2
Within recent years there has been an increase in the use of NDT methods to detect defects and anomalies in various civil engineering structures. Infrared thermography, which has been successfully used in the USA in civil engineering applications, is being increasingly applied in the UK as an NDT technique. For example, the technique is now included in the Building Regulations for the assessment of thermal insulation for all new non-domestic buildings from April 2002.One of the perceived limitations of infrared thermography is that in temperate climates it is too cold to use this technique since there is rarely the extreme solar exposure that has enabled the successful use of thermography to detect render debonding and concrete spalling utilising solar heating. However, with the advancements in modern technology it is now possible to detect smaller changes in temperature (down to 0.08 °C). This paper shows that even with the low ambient temperatures experienced in Europe it is possible to use infrared thermography to identify correctly known areas of delamination in a concrete bridge structure and also to investigate the internal structure of a masonry bridge. 相似文献
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