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Damage Detection in Grid Structures Using Limited Modal Test Data

机译:使用有限模态测试数据的网格结构损伤检测

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摘要

The detection of potentially damaged elements in grid structures is a challenging topic. By using limited measured test data, damage detection for grid structures is developed by the modal strain energy (MSE) method. Two critical problems are considered in this paper in developing the MSE method to detect potential damage to the grid structure by using limited modal test data. First, an updated mode shape expansion method based on the modal assurance criterion is adopted to ensure that the modal shape obtained from the reference baseline model is reliable and has explicit physical meanings. Second, after identifying the location of the element damage by the element MSE method with expanded mode shapes, multivariable parameters denoting element damage severity are simultaneously determined. These parameters are included in the column vector and matched with the corresponding element stiffness matrix while the error tolerance value of the Frobenius norm of the column vector is undercontrolled. Finally, a three-dimension numerical model of the grid structure is used to represent different damage cases and to demonstrate the effectiveness of the present method. The application of the three-dimension physical model to a full-scale grid structure is also verified. Analysis results demonstrate that the presented damage detection method effectively locates and quantifies single-and multimember damage in grid structures and can be applied in engineering practice.
机译:网格结构中潜在损坏元素的检测是一个具有挑战性的话题。通过使用有限的测量测试数据,通过模态应变能(MSE)方法开发了对网格结构的损伤检测。本文在开发MSE方法时要考虑两个关键问题,即通过使用有限的模态测试数据来检测网格结构的潜在损坏。首先,采用一种基于模态保证准则的更新的模态形状扩展方法,以确保从参考基线模型获得的模态形状可靠并具有明确的物理意义。其次,在通过具有扩展模式形状的元素MSE方法识别元素损坏的位置之后,同时确定表示元素损坏严重性的多变量参数。这些参数包含在列向量中,并与相应的元素刚度矩阵匹配,而列向量的Frobenius范数的容错值受到了控制。最后,使用网格结构的三维数值模型来表示不同的损伤情况并证明本方法的有效性。还验证了三维物理模型在全尺寸网格结构中的应用。分析结果表明,所提出的损伤检测方法可以有效地定位和量化网格结构中的单件和多件损伤,可在工程实践中应用。

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  • 来源
    《Mathematical Problems in Engineering》 |2017年第6期|1089645.1-1089645.11|共11页
  • 作者单位

    China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Peoples R China|Sch Mech & Civil Engn, Jiangsu Key Lab Environm Impact & Struct Safety E, Xuzhou 221116, Peoples R China;

    China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Peoples R China|Sch Mech & Civil Engn, Jiangsu Key Lab Environm Impact & Struct Safety E, Xuzhou 221116, Peoples R China;

    China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Peoples R China|Sch Mech & Civil Engn, Jiangsu Key Lab Environm Impact & Struct Safety E, Xuzhou 221116, Peoples R China;

    China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Peoples R China|Sch Mech & Civil Engn, Jiangsu Key Lab Environm Impact & Struct Safety E, Xuzhou 221116, Peoples R China;

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