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Damage Localization in Composite Lattice Truss Core Sandwich Structures Based on Curvature Mode Shape

机译:基于曲率模态形状的复合晶格桁架夹芯结构损伤定位

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Although much effort has been made to explore the characteristics of composite lattice truss core sandwich structures, little work has been undertaken into non-destructive evaluation (NDE) and structure health monitoring (SHM). This paper presents a baseline-free NDE method to determine the debonding of truss bar in composite lattice truss core sandwich structures. The method is proposed based on the uniform load surface (ULS) curvature and developed according to the combination of gapped smoothing method (GSM) and Teager energy operator (TEO), which is denoted as GSM-TEO method. The effects of truss bar on the vibration and wave motion characteristics of composite lattice truss core sandwich structures are firstly investigated, and then, experiment and numerical simulation are conducted to assess the performance of the proposed method. Results verify the method is reliable and applicable for damage localization in composite lattice truss core sandwich structures.
机译:尽管已进行了很多努力来探索复合格架桁架芯夹层结构的特性,但在无损评估(NDE)和结构健康监测(SHM)方面所做的工作很少。本文提出了一种无基线无损检测方法,用于确定复合格架桁架芯夹心结构中桁架杆的剥离。该方法是基于均匀载荷面(ULS)曲率提出的,并且是根据间隙平滑法(GSM)和Teager能量算子(TEO)相结合而开发的,该方法被称为GSM-TEO法。首先研究了桁架杆对复合格子桁架芯夹心结构振动和波动特性的影响,然后通过实验和数值模拟来评价该方法的性能。结果证明,该方法可靠,适用于复合格架桁架夹心结构的损伤定位。

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