系统仿真学报 ›› 2019, Vol. 31 ›› Issue (6): 1201-1207.doi: 10.16182/j.issn1004731x.joss.17-0186

• 仿真应用工程 • 上一篇    下一篇

基于小波包能量法的简支梁损伤仿真识别研究

刘习军, 陶宪坤, 张素侠   

  1. 天津大学机械工程学院,天津 300350
  • 收稿日期:2017-05-02 修回日期:2018-08-14 出版日期:2019-06-08 发布日期:2019-12-12
  • 作者简介:刘习军(1956-),男,河北,本科,教授,研究方向为非线性振动理论及应用、液固耦合动力学、桥梁动力学;陶宪坤(1989-),男,山东,硕士生,研究方向为桥梁损伤识别。
  • 基金资助:
    国家自然科学基金(51479136)

Simulation Research on Damage Identification of Simply Supported Beam Based on Wavelet Packet Energy Method

Liu Xijun, Tao Xiankun, Zhang Suxia   

  1. School of Mechanical Engineering,Tianjin University, Tianjin 300350, China
  • Received:2017-05-02 Revised:2018-08-14 Online:2019-06-08 Published:2019-12-12

摘要: 通过ANSYS软件建立简支梁模型,用MATLAB软件对其位移响应进行小波包分析。采用小波包能量曲率差作为指标进行损伤识别,研究了损伤数量、损伤位置、损伤程度、测点疏密和移动荷载速度等参数对简支梁桥损伤结果的影响,提出分步识别方法,解决稀疏测点情况下的损伤识别问题,并将小波包能量曲率差归一化,研究该方法对噪声的鲁棒性。结果表明小波包能量法能有效、准确地识别梁的损伤。

关键词: 简支梁, 小波包能量, 损伤模拟, 损伤识别

Abstract: A finite element model of simply-supported beam is built by ANSYS;the displacement response of the beam is used to make wavelet packet analysis with MATLAB to get the curvature difference of WP-E (wavelet packet energy);and the studies on the effects of different parameters on damage recognition results of simple beam bridge are carried out, such as damage locations, damage level, measuring point density and speed of moving loads. For the condition of less measuring points, a method of arranging the measuring points by two steps is proposed. The normalized curvature difference of WP-E is made to study the robustness of this method to noise. The results show that the wavelet packet-energy method is effective and accurate in the damage detection of simply supported beam.

Key words: simply supported beam, wavelet packet-energy, damage simulation, damage identification

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