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A wavelet finite element-based adaptive-scale damage detection strategy

机译:基于小波有限元的自适应尺度损伤检测策略

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This study employs a novel beam-type wavelet finite element model (WFEM) to fulfill an adaptive-scale damage detection strategy in which structural modeling scales are not only spatially varying but also dynamically changed according to actual needs. Dynamical equations of beam structures are derived in the context of WFEM by using the second-generation cubic Hermite multiwavelets as interpolation functions. Based on the concept of modal strain energy, damage in beam structures can be detected in a progressive manner: the suspected region is first identified using a low-scale structural model and the more accurate location and severity of the damage can be estimated using a multi-scale model with local refmement in the suspected region. Although this strategy can be implemented using traditional finite element methods, the multi-scale and localization properties of the WFEM considerably facilitate the adaptive change of modeling scales in a multi-stage process. The numerical examples in this study clearly demonstrate that the proposed damage detection strategy can progressively and efficiently locate and quantify damage with minimal computation effort and a limited number of sensors.
机译:这项研究采用一种新型的梁型小波有限元模型(WFEM)来实现一种自适应尺度的损伤检测策略,其中结构建模尺度不仅会在空间上变化,而且会根据实际需要动态变化。通过使用第二代三次Hermite多小波作为插值函数,在WFEM的背景下推导了梁结构的动力学方程。基于模态应变能的概念,可以逐步检测梁结构中的损坏:首先使用低尺度结构模型识别可疑区域,然后使用多重估计来估计更准确的损坏位置和严重程度可疑区域内局部腐烂的比例模型。尽管可以使用传统的有限元方法来实现该策略,但WFEM的多尺度和局部化特性在很大程度上简化了多阶段过程中模型尺度的自适应变化。这项研究中的数值示例清楚地表明,所提出的损坏检测策略可以以最少的计算工作量和有限数量的传感器逐步有效地定位和量化损坏。

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