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Damage Identification Method of Beam Structure Based on Modal Curvature Utility Information Entropy

机译:基于模态曲率实用信息熵的梁结构损伤识别方法

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摘要

Generally, the damage of the structure will lead to the discontinuity of the local mode shape, which can be well reflected by the modal curvature of the structure, and the local information entropy of the beam structure will also change with the discontinuity of the mode. In this paper, based on the information entropy theory and combining the advantages of modal curvature index in damage identification of beam structure, the modal curvature utility information entropy index is proposed. The modal curvature curves of nondestructive structures were obtained by fitting the modal curvature curves of damage structures with the gapped smoothing technique to avoid dependence on the baseline data of nondestructive structures. The index comprehensively reflects the damage state of the structure by calculating mutual weight change matrix and the weight-probability coefficient. The performance of the new index was verified by the finite element simulation and model test of simply supported beam, respectively. The results show that the modal curvature utility information entropy index takes advantage of the modal curvature index which is sensitive to damage and can overcome its shortcomings effectively. The index proposed can identify the damage location and damage degree accurately and has certain noise immunity, which provides an effective damage identification indicator for beam structures.
机译:通常,结构的损坏将导致局部模式形状的不连续性,其可以通过结构的模态曲率良好地反射,并且光束结构的局部信息熵也将随着模式的不连续而改变。本文基于信息熵理论,并将模态曲率指数的优点相结合在梁结构的损伤识别中,提出了模态曲率实用信息熵指数。通过将损坏结构的模态曲率曲线与螺纹平滑技术配合来获得非破坏性结构的模态曲率曲线,以避免对非破坏性结构的基线数据的依赖性。该指数通过计算相互改变矩阵和权重概率系数来全面地反映结构的损伤状态。通过简单支持光束的有限元模拟和模型测试验证了新索引的性能。结果表明,模态曲率效用信息熵指数利用了对损坏敏感的模态曲率指数,可以有效地克服其缺点。所提出的指数可以准确地识别损坏位置和损伤程度并具有一定的抗噪性,为光束结构提供有效的损坏识别指示。

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