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Experimental study of crack identification in thick beams with a cracked beam element model

机译:裂隙梁单元模型在厚梁裂缝识别中的试验研究

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摘要

Model-based crack identification in beam-like structures has been a classic problem. The authors have recently developed a framework to identify crack damage in beams based on a cracked beam element model, which stems from the local flexibility and fracture mechanics principles. This paper presents an experimental study on the cracked beam element model for crack damage identification in a physical testing environment. Five solid beam specimens were prepared with different numbers of cracks, and they were subjected to a modal testing and analysis procedure to extract the natural frequencies and mode shapes. The extracted modal data were then compared with the predicted counterparts using the cracked beam element model to verify the accuracy of the model. The extracted modal data were also employed to inversely identify the cracks with the cracked beam element model through a model updating procedure. Results indicate that all the cracks can be identified correctly with accurate crack depth and location information. To enhance the modal dataset for finite-element (FE) model updating, the artificial boundary condition (ABC) technique has also been applied on the test beams, and the incorporation of such frequencies proves to enhance the identification of cracks from the FE model updating.
机译:梁状结构中基于模型的裂纹识别一直是一个经典问题。作者最近开发了一个框架,该框架基于裂纹梁单元模型来识别梁中的裂纹损伤,该模型源于局部柔性和断裂力学原理。本文提出了在物理测试环境中用于识别裂纹损伤的裂纹梁单元模型的实验研究。准备了五个具有不同裂纹数量的实心梁试样,并对其进行了模态测试和分析程序,以提取固有频率和模态形状。然后,使用裂化梁单元模型将提取的模态数据与预测的对应数据进行比较,以验证模型的准确性。提取的模态数据还被用于通过模型更新程序与裂化梁单元模型反向识别裂缝。结果表明,使用正确的裂纹深度和位置信息可以正确识别所有裂纹。为了增强用于有限元(FE)模型更新的模态数据集,在测试梁上还应用了人工边界条件(ABC)技术,并结合了这些频率,从而证明可以从FE模型更新中识别出裂纹。 。

著录项

  • 作者

    Hou, Chuanchuan; Lu, Yong;

  • 作者单位
  • 年度 2017
  • 总页数
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类

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