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具有损伤软芯和非均匀力学性能的夹层板的自由振动:建模与有限元分析

Free Vibrations of Sandwich Plates with Damaged Soft-Core and Non-Uniform Mechanical Properties: Modeling and Finite Element Analysis.

作者信息

Bacciocchi Michele, Luciano Raimondo, Majorana Carmelo, Tarantino Angelo Marcello

机构信息

Department of Civil, Chemical, Environmental, and Materials Engineering (DICAM), University of Bologna, Viale del Risorgimento, 40136 Bologna, Italy.

Dipartimento di Economia, Scienze e Diritto (DESD), University of San Marino, Via Consiglio dei Sessanta, 47891 Dogana, San Marino.

出版信息

Materials (Basel). 2019 Jul 31;12(15):2444. doi: 10.3390/ma12152444.

Abstract

The paper aims to investigate the natural frequencies of sandwich plates by means of a Finite Element (FE) formulation based on the Reissner-Mindlin Zig-zag (RMZ) theory. The structures are made of a damaged isotropic soft-core and two external stiffer orthotropic face-sheets. These skins are strengthened at the nanoscale level by randomly oriented Carbon nanotubes (CNTs) and are reinforced at the microscale stage by oriented straight fibers. These reinforcing phases are included in a polymer matrix and a three-phase approach based on the Eshelby-Mori-Tanaka scheme and on the Halpin-Tsai approach, which is developed to compute the overall mechanical properties of the composite material. A non-uniform distribution of the reinforcing fibers is assumed along the thickness of the skin and is modeled analytically by means of peculiar expressions given as a function of the thickness coordinate. Several parametric analyses are carried out to investigate the mechanical behavior of these multi-layered structures depending on the damage features, through-the-thickness distribution of the straight fibers, stacking sequence, and mass fraction of the constituents. Some final remarks are presented to provide useful observations and design criteria.

摘要

本文旨在通过基于Reissner-Mindlin之字形(RMZ)理论的有限元(FE)公式来研究夹层板的固有频率。这些结构由受损的各向同性软芯和两个外部较硬的正交各向异性面板组成。这些面板在纳米尺度上通过随机取向的碳纳米管(CNT)进行强化,并在微观尺度阶段通过取向直纤维进行增强。这些增强相包含在聚合物基体中,并基于Eshelby-Mori-Tanaka方案和Halpin-Tsai方法开发了一种三相方法,用于计算复合材料的整体力学性能。假定增强纤维沿面板厚度呈非均匀分布,并通过作为厚度坐标函数给出的特殊表达式进行解析建模。进行了若干参数分析,以研究这些多层结构根据损伤特征、直纤维的全厚度分布、堆叠顺序和成分的质量分数的力学行为。给出了一些最终评论,以提供有用的观察结果和设计标准。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cfaf/6695875/fb080ee3e94a/materials-12-02444-g001.jpg

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