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Adaptive-scale damage detection strategy for plate structures based on wavelet finite element model

机译:基于小波有限元模型的板结构自适应尺度损伤检测策略

摘要

An adaptive-scale damage detection strategy based on a wavelet finite element model (WFEM) for thin plate structures is established in this study. Equations of motion and corresponding lifting schemes for thin plate structures are derived with the tensor products of cubic Hermite multi-wavelets as the elemental interpolation functions. Sub-element damages are localized by using of the change ratio of modal strain energy. Subsequently, such damages are adaptively quantified by a damage quantification equation deduced from differential equations of plate structure motion. WFEM scales vary spatially and change dynamically according to actual needs. Numerical examples clearly demonstrate that the proposed strategy can progressively locate and quantify plate damages. The strategy can operate efficiently in terms of the degrees-of-freedom in WFEM and sensors in the vibration test.
机译:本研究建立了基于小波有限元模型(WFEM)的薄板结构自适应尺度损伤检测策略。推导了薄板结构的运动方程和相应的提升方案,并以三次Hermite多小波的张量积作为基本插值函数。通过使用模态应变能的变化率可以确定子元素的损伤。随后,通过从板结构运动的微分方程推导出的损伤量化方程来自适应地量化这种损伤。 WFEM比例会根据实际需要在空间上变化并动态变化。数值示例清楚地表明,所提出的策略可以逐步确定和量化板的损伤。就WFEM和振动测试中的传感器的自由度而言,该策略可以有效地运行。

著录项

  • 作者

    He WY; Zhu S;

  • 作者单位
  • 年度 2015
  • 总页数
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类

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