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New methodology for the assessment of decayed utility wood poles using ultrasonic testing.

机译:使用超声波测试评估腐朽的实用木杆的新方法。

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摘要

Since the beginning of the electrification in Canada in late 19th-century, wood poles have been widely used to provide structural support to electric transmission and distribution lines. Wood poles are typically exposed to severe environmental conditions, which cause deterioration due to wood rotting, insect attack, and weathering. The wood deterioration resulting in loss of strength can compromise the structural integrity of poles. Typical life expectancy of wood varies from 35 to 50 years depending on the environmental condition and type of wood. The goal of this research investigation is to develop an advanced and reliable non-destructive testing (NDT) technique for in-situ inspection and assessment of wood poles in order to remove unsafe poles from service, extend the service life of sound poles, and support optimum replacement strategies for the renewal of wood pole infrastructure.;The basic background for signal processing covering Fourier analysis, frequency response and impulse response functions, and the complex exponential method for dynamic system identification is reviewed and summarized. The elastic and mechanical properties for most common species of wood used as poles are summarized from the literature, including the main statistical distributions used for their probabilistic characterization. The calibration and basic assumptions for the simulation of wave propagation in orthotropic media using finite element analysis are explained in detail.;Numerical modelling is based on finite element method under plain strain condition. The numerical model is calibrated using theoretical results and validated using experimental results from laboratory testing of a new red pine pole. After calibrating the model, numerical simulations were performed to understand ultrasonic wave propagation in cross-sections of sound and decayed wood poles sections. Results of numerical simulations of ultrasonic wave propagation in pole cross-sections are presented. The effect of a void in the cross section on the ultrasonic measurement is discussed.;A sample of 8 wood pole cross-sections were subjected to laboratory ultrasonic tests. In the testing, a transmitter was placed at four positions around the pole circumference. For each transmitter position, five receivers were used. The transmitter-receiver system was calibrated to evaluate its transfer function and thus eliminate the inherent characteristics of the transmitter-receiver system from the actual measurements. The experimental results of the condition assessment of new and decayed pole samples are presented in the thesis. The effect of a hole in a new pole was studied and the results were compared with the numerical analysis. A blind test is performed on an aged red pine pole. The predicted areas of decay from the ultrasonic measurements are in good agreement with the actual decay observed from dissecting the pole sections. (Abstract shortened by UMI.);The thesis presents a new methodology for condition assessment of wood poles using ultrasonic testing based on theoretical, numerical, and experimental studies. The research covers areas such as signal processing, dynamic characterization, statistical reliability analysis, numerical simulations, and laboratory testing. Wood is modeled as a cylindrical orthotropic material with uncertainties in its elastic and mechanical properties. The arrival time of compressional waves as well as full-waveform analysis are used for an integrated evaluation of wood pole. A simplified model of P-wave propagation in pole cross-sections is developed; which allows to (a) estimate the elastic moduli in the radial and tangential directions by solving the inverse problem, and (b) compute the probability density function of P-wave velocity. Both of these parameters are critical for condition assessment; however, they are not available in the literature because of the complexities associated with modelling wood as an orthotropic material. A new specialized software is developed for (a) general signal processing, (b) non-destructive condition assessment of wood poles, and (c) management of a statistical database for the assessment of wood poles. Based on the proposed methodology, a new clamping device is designed and built for the ultrasonic testing of wood poles in the field.
机译:自19世纪后期加拿大开始电气化以来,木杆已被广泛用于为输电和配电线路提供结构支撑。木杆通常暴露于恶劣的环境条件下,这会由于木腐烂,昆虫侵袭和风化而导致恶化。导致强度下降的木材变质会损害杆的结构完整性。木材的典型预期寿命为35至50年,具体取决于环境条件和木材类型。这项研究调查的目的是开发一种先进可靠的无损检测(NDT)技术,用于对木杆进行现场检查和评估,以消除使用中不安全的杆,延长音杆的使用寿命并提供支持综述并总结了信号处理的基本背景,包括傅立叶分析,频率响应和脉冲响应函数,以及用于动态系统识别的复杂指数方法。从文献中总结了最常见的木杆材料的弹性和机械性能,包括用于概率表征的主要统计分布。详细解释了正交各向异性介质中波传播的有限元分析的标定和基本假设。数值模拟是基于平面应变条件下的有限元方法。使用理论结果对数值模型进行校准,并使用实验室对新赤松杆的实验结果进行验证。校准模型后,进行了数值模拟,以了解超声波在声音和衰减的木杆截面中的传播情况。给出了超声波在极截面中传播的数值模拟结果。讨论了横截面中的空隙对超声测量的影响。;对8个木杆横截面的样品进行了实验室超声测试。在测试中,将发射器放在磁极圆周的四个位置上。对于每个发射器位置,使用五个接收器。校准了收发器系统,以评估其传递函数,从而从实际测量中消除了收发器系统的固有特性。提出了新的和衰变极点样本状态评估的实验结果。研究了一个新杆上的孔的影响,并将结果与​​数值分析进行了比较。对老化的赤松杆进行盲测。超声波测量的预测衰减区域与剖析磁极部分时观察到的实际衰减非常一致。 (本文由UMI缩短。);本文基于理论,数值和实验研究,提出了一种利用超声波测试对木杆进行状态评估的新方法。研究涵盖信号处理,动态特性,统计可靠性分析,数值模拟和实验室测试等领域。木材被建模为圆柱正交异性材料,其弹性和机械性能不确定。压缩波的到达时间以及全波形分析用于对木杆的综合评估。建立了P波在极点横截面中传播的简化模型。它允许(a)通过解决反问题来估计径向和切线方向的弹性模量,以及(b)计算P波速度的概率密度函数。这两个参数对于状况评估至关重要。但是,由于将木材建模为正交异性材料相关的复杂性,它们在文献中不可用。开发了一种新的专用软件,用于(a)常规信号处理,(b)木杆的无损状态评估以及(c)管理用于评估木杆的统计数据库。基于提出的方法,设计并制造了一种新的夹紧装置,用于现场对木杆进行超声波测试。

著录项

  • 作者

    Tallavo, Fernando J.;

  • 作者单位

    University of Waterloo (Canada).;

  • 授予单位 University of Waterloo (Canada).;
  • 学科 Engineering Civil.;Agriculture Wood Technology.
  • 学位 Ph.D.
  • 年度 2009
  • 页码 274 p.
  • 总页数 274
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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