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Structural damage detection using frequency response functions and orthogonal matching pursuit.

机译:使用频率响应函数和正交匹配追踪进行结构损伤检测。

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摘要

A damage detection procedure which directly uses the frequency response function (FRF) has been developed. FRF data from a possibly damaged system and a finite element model (FEM) of the healthy system are used to form a damage residual. This damage residual can be calculated in the presence of incomplete measurements and at multiple frequencies. A technique is developed so that the damage residual can be formed even if the input is unknown, though the location of the input must be known. A system of equations is then formed which relates the damage residual to the actual damage on each element represented as a percent stiffness loss. Therefore, only damage affecting the stiffness properties of the structure is considered here. Classical dynamic model condensation is used in the formation of these equations to overcome the coordinate mismatch created by the incomplete measurement problem.;Simulation studies are performed on a truss structure in the frequency range of 0512 Hz. The damage detection methods have been shown to accurately identify multiple damage cases and exhibit robustness to noise. The approaches to reduce the effects of baseline modeling error are also examined through simulations and have been found to generally improve the damage identification results in the presence of modeling error.;The system of equations created using the damage residual is subject to noise, error due to the model reduction, and general ill-conditioning. To overcome these issues, a method known as orthogonal matching pursuit (OMP) is used to solve the equations for the percent damage. OMP is a method of sparse recovery that attempts to solve for the damage in terms of the fewest number of elements. Methods have been developed that pair engineering judgment with some characteristics of OMP to overcome the issues of noise and error due to model reduction. Additionally, a coherence based technique is presented which selects FRF data only at frequencies with high coherence for use in residual generation. The issue of baseline FEM modeling error is also discussed and methods by which to alleviate its influence on damage identification are developed.
机译:已经开发了直接使用频率响应函数(FRF)的损坏检测程序。来自可能损坏的系统的FRF数据和健康系统的有限元模型(FEM)用于形成损坏残差。可以在存在不完整的测量并且在多个频率下计算该损坏残余量。开发了一种技术,即使输入是未知的,也可以形成损坏残差,尽管必须知道输入的位置。然后形成方程系统,该方程系统将残余损伤与每个元件上的实际损伤相关联,以百分比刚度损失表示。因此,此处仅考虑影响结构刚度特性的损坏。这些方程式的形成采用经典的动态模型凝聚法,以克服由不完整的测量问题引起的坐标失配。;对桁架结构在0512 Hz频率范围内进行了仿真研究。损坏检测方法已被证明可以准确识别多种损坏情况并表现出对噪声的鲁棒性。还通过仿真检查了减少基线建模误差影响的方法,发现在存在模型误差的情况下,这些方法通常可以改善损伤识别结果。使用损伤残差创建的方程组易受噪声,误差的影响减少模型,以及普遍的病态。为了克服这些问题,使用一种称为正交匹配追踪(OMP)的方法来求解损伤百分比的方程。 OMP是一种稀疏恢复的方法,它试图以最少的元素数来解决损坏问题。已经开发出了将工程判断与OMP的某些特征相结合的方法,以克服由于模型简化而产生的噪声和误差问题。另外,提出了一种基于相干性的技术,该技术仅在具有高相干性的频率下选择FRF数据以用于残差生成。还讨论了基线有限元建模误差的问题,并开发了减轻其对损伤识别的影响的方法。

著录项

  • 作者

    Link, Ryan J.;

  • 作者单位

    University of Houston.;

  • 授予单位 University of Houston.;
  • 学科 Engineering Civil.;Engineering Mechanical.
  • 学位 Ph.D.
  • 年度 2008
  • 页码 147 p.
  • 总页数 147
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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