期刊文献+

基于互相关函数幅值向量的复合材料层合板损伤的统计检测 被引量:3

STATISTIC DETECTION FOR COMPSITE LAMINATE DAMAGE BY APPLIC-ATION OF CORRELATION FUNCTION AMPLITUDE VECTOR METHOD
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摘要 针对复合材料层合板的分层损伤,提出了一种基于互相关函数幅值向量的损伤统计检测方法。首先建立了复合材料层合板有限元模型并模拟其局部的分层损伤,求得随机激励下结构的加速度响应信号。然后,以结构的多个结点为参考点,计算结构损伤前后的CorV。利用互相关函数幅值向量置信度准则(Correlation function amplitude Vector Assurance Criterion,CVAC)来度量其变化程度,以此来识别损伤并根据结构CorV损伤前后的相对变化来确定产生分层损伤的区域,结合统计学原理最终确定损伤位置。通过对不同位置处的单损伤和多损伤检测仿真算例以及抗噪能力检验,验证了该文提出的损伤统计检测方法的有效性和稳定性。 A statistic strategy based on the correlation function amplitude vector (CorV) is proposed to detect the local delamination damage of a composite laminate. In the numerical simulation, the cantilevered composite laminate is excited by a steady random excitation. The finite element model is established to calculate the acceleration responses of the intact and damaged laminate, respectively. Then the CorVs of the intact and damaged laminate are calculated by taking several nodes as the reference points. The correlation function amplitude vector assurance criterion is adopted to determine the damage degree. The relative changes between the CorVs of the intact and damaged laminate are used together with a statistic evaluation formula to determine the damage location. The validity and Stability of the proposed statistic detection approach are demonstrated by given examples under single and multiple damage conditions. The anti-noise ability of the proposed approach is also checked.
出处 《工程力学》 EI CSCD 北大核心 2009年第3期218-223,256,共7页 Engineering Mechanics
基金 高等学校博士学科点专项科研基金(20060699001) 教育部新世纪优秀人才支持计划项目(NCET-04-0965) 航空科学基金项目(04I53072)
关键词 损伤检测 复合材料结构 互相关函数幅值向量 随机激励 统计检测 damage detection composite structure correlation function amplitude vector (CorV) randomexcitation statistic detection
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参考文献10

  • 1杨智春,于哲峰.结构健康监测中的损伤检测技术研究进展[J].力学进展,2004,34(2):215-223. 被引量:63
  • 2Rucka M, Wilde K. Application of continuous wavelet transform in vibration based Damage detection method for beams and plates [J]. Journal of Sound and Vibration, 2006, 297: 536-550.
  • 3Byeong Hwa Kim, Heedai Kim, Taehyo Pare Nondestructive damage evaluation of plates using the ulti-resolution analysis of two-dimensional Hanr wavelet [J]. Journal of Sound and Vibration, 2006, 292: 82-104.
  • 4Chen Huanguo, Yah Yunju, Jiang Jiesheng. Vibration- based damage detection in composite wing-box structures by HHT [J]. Mechanical Systems and Signal Processing, 2007, 21: 307-321.
  • 5鞠彦忠,阎贵平,陈建斌,陈景彦,陈建华.用小波神经网络检测结构损伤[J].工程力学,2003,20(6):176-181. 被引量:12
  • 6Zhao-DongXu, ZhishenWu. Energy damage detection strategy based on acceleration responses for long, span bridge structures [J]. Engineering Structures, 2007, 29: 609-617.
  • 7于哲峰,杨智春.基于互相关函数幅值向量的结构损伤定位方法研究[J].振动与冲击,2006,25(3):77-80. 被引量:17
  • 8Yang Zhichun, Yu Zhefeng, Sun Hao. On the cross correlation function amplitude vector and its application to structural damage detection [J]. Mechanical System and Signal Processing, 2007, 21(7): 2918-2932.
  • 9Wang Y Y. Detection of flaws in sandwich plates [J]. Composite Structure, 1996, 34:4 09-418.
  • 10Angelidis N, Irving P E. Detection of impact damage in CFRP laminates by means of electrical potential techniques [J]. Composites Science and Technology, 2007, 67: 594-604.

二级参考文献88

  • 1杨智春,于哲峰.结构健康监测中的损伤检测技术研究进展[J].力学进展,2004,34(2):215-223. 被引量:63
  • 2郑君里 杨行峻.人工神经网络[M].北京:高等教育出版社,1992..
  • 3杨福生.小波变换的工程分析与应用[M].北京:科学出版社,2000..
  • 4Chang Fu-Kuo. A summary report of the 2nd workshop on structural health monitoring. In: Chang Fu-Kuo, ed. Proceedings of the 3rd International Workshop on Structural Health Monitoring: The Demands and Challenges, Stanford, 2001-09-12-14. xxi~xxiii
  • 5Ewins D J. Modal Testing: Theory and Practice. NewYork:Wiley, 1985
  • 6Farrar Charles R, Jauregui David A. Comparative study of damage identification algorithms applied to a bridge:Ⅰ. experiment. Smart Materials and Structures, 1998, 7:704~719
  • 7Farrar Charles R, Jauregui David A. Comparative study of damage identification algorithms applied to a bridge: Ⅱ.numerical study. Smart Materials and Structures, 1998, 7:720~731
  • 8Gorl Edgar, Link Michael. Identification of damage parameters of a full-scale steel structure damaged by seismic loading. Smart Materials and Structures, 2001, 10:459~465
  • 9Todd M D, Nichols J M, Pecora L M, Virgin L N. Vibrationbased damage assessment utilizing state space geometry changes: local attractor variance ratio. Smart Materials and Structures, 2001, 10:1000~1008
  • 10李国强,李杰.工程结构动力检测理论与应用.北京:科学技术出版社,2002.48

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