江坤, 潘旦光, 张喜臣, 胡乃冬. 基于边界模态的结构密封胶损伤识别实验研究[J]. 工程力学, 2022, 39(S): 350-355. DOI: 10.6052/j.issn.1000-4750.2021.05.S046
引用本文: 江坤, 潘旦光, 张喜臣, 胡乃冬. 基于边界模态的结构密封胶损伤识别实验研究[J]. 工程力学, 2022, 39(S): 350-355. DOI: 10.6052/j.issn.1000-4750.2021.05.S046
JIANG Kun, PAN Dan-guang, ZHANG Xi-chen, HU Nai-dong. TEST STUDY ON DAMAGE IDENTIFICATION OF STRUCTURAL SEALANT BASED ON BOUNDARY MODAL[J]. Engineering Mechanics, 2022, 39(S): 350-355. DOI: 10.6052/j.issn.1000-4750.2021.05.S046
Citation: JIANG Kun, PAN Dan-guang, ZHANG Xi-chen, HU Nai-dong. TEST STUDY ON DAMAGE IDENTIFICATION OF STRUCTURAL SEALANT BASED ON BOUNDARY MODAL[J]. Engineering Mechanics, 2022, 39(S): 350-355. DOI: 10.6052/j.issn.1000-4750.2021.05.S046

基于边界模态的结构密封胶损伤识别实验研究

TEST STUDY ON DAMAGE IDENTIFICATION OF STRUCTURAL SEALANT BASED ON BOUNDARY MODAL

  • 摘要: 根据隐框玻璃幕墙面板单元结构密封胶损伤位于面板单元边界的特点,提出基于边界模态构建平均边界模态保证准则、平均边界曲率模态差变化率和平均边界模态应变能变化率3个新的损伤指标进行损伤识别。然后,进行一个长2.06 m、宽1.46 m的隐框面板单元的模态试验,研究边界模态损伤指标及固有频率、传统模态保障准则随损伤程度的变化规律。试验研究结果表明:当结构密封胶损伤程度小于5%时,前6阶固有频率和传统模态保证准则难以进行结构密封胶的局部损伤识别;当结构密封胶损伤1%时,所提三个基于边界模态的损伤指标均大于9%,且随着损伤的增大而增大,均能有效识别损伤,其中平均边界曲率模态差变化率在损伤边的变化大于未损伤边,可进一步用于损伤边的识别。

     

    Abstract: Due to the structural sealant damage of the panel units of hidden frame glass curtain wall is located at the boundary, three new boundary-mode-based damage indexes are proposed for damage identification, including the average boundary modal assurance criterion (ABMAC), the average boundary curvature modal difference change rate (ABMCD) and, the average boundary modal strain energy change rate (ABMSE). Then, the modal test of a hidden frame panel element with a length of 2.06 m and a width of 1.46 m is carried out to study the variation of boundary modal damage index, including natural frequency and traditional modal assurance criterion with the degree of damage. The experimental results show that: when the damage degree of structural sealant is less than 5%, it is difficult to identify the local damage of structural sealant with the first six natural frequencies and the traditional modal assurance criteria; when the damage of structural sealant is 1%, the three damage indexes based on boundary modal are greater than 9%, and increased with the increase of damage, which can effectively identify the damage. Among them, the ABMCD on the damaged side is greater than that on the undamaged edge, which can be further used for the identification of damaged side.

     

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