Inverse finite element methodology for high-resolution mode shape reconstruction of plates and shells under random excitation☆

被引:2
作者
Belur, M. Yavuz [1 ,2 ,3 ]
Bilgin, M. H. [1 ,2 ,3 ]
Fassois, Spilios D. [4 ]
Kefal, Adnan [1 ,2 ,3 ]
机构
[1] Sabanci Univ, Fac Engn & Nat Sci, TR-34956 Istanbul, Turkiye
[2] Sabanci Univ, Integrated Mfg Technol Res & Applicat Ctr, TR-34956 Istanbul, Turkiye
[3] Sabanci Univ Kordsa, Istanbul Technol Dev Zone, Composite Technol Ctr Excellence, TR-34906 Istanbul, Turkiye
[4] Univ Patras, Dept Mech Engn & Aeronaut, Stochast Mech Syst & Automat SMSA Lab, Patras 26504, Greece
关键词
Inverse finite element method; Displacement monitoring; Mode shape reconstruction; Natural frequency identification; Plates and shells; Modal analysis; SENSOR PLACEMENT; MEASUREMENT LOCATIONS; DISPLACEMENT; COMPOSITE; DEFORMATION; BASE;
D O I
10.1016/j.compstruc.2025.107721
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This study introduces a novel implementation of the inverse finite element method (iFEM) for full-field mode shape reconstruction of plate and shell structures under random vibration. The proposed methodology, termed iFEM-MoRe (Mode Reconstruction), seamlessly integrates classical iFEM with Fourier transformation using Welch's estimation method. By processing dynamic strain measurements, iFEM-MoRe extracts the frequency spectrum of displacements across the structure, enabling accurate identification of natural frequencies and highfidelity reconstruction of full-field mode shapes. Designed for both 2D and 3D complex structural topologies, iFEM-MoRe operates without prior knowledge of the excitation, making it a powerful and adaptable tool for structural health monitoring in real-world operational environments. The high accuracy of iFEM-MoRe is validated through experimental and numerical studies. In the experimental analysis, shape reconstruction and mode identification are performed on a wing-shaped composite plate using discrete strain data from surface-mounted sensors. Numerically, the dynamic response of the same wing under random vibration is analyzed, demonstrating the method's reliability. A rectangular plate subjected to random vibration is also investigated, where iFEMMoRe results show excellent agreement with finite element modal analysis. Finally, the framework's capability for a complex geometry is validated through the analysis of a curved plate under random vibration, with results compared to forward modal solutions. These comprehensive studies confirm that iFEM-MoRe delivers accurate mode identification and reconstruction, establishing its robustness and versatility for full-field dynamic analysis of challenging structural cases under random vibration.
引用
收藏
页数:17
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