Abstract
The aim of the work is to study the effect of interlayer defects of the bundle type on the behavior of a rectangular flat three-layer panel with a honeycomb filler under the influence of a dynamic impact load. Methods. The problem was solved numerically using the finite element method in the Simcenter Femap and LS-DYNA (Livermore Software Technology Corp.) software complexes. For this purpose, a geometric model of a panel with a honeycomb placeholder was developed. Based on the geometric model, a finite element model of the panel was created using three-dimensional finite elements. In the software complexes, the finite element model was calculated under specified boundary conditions, then the stress fields and fracture indices in the panel were determined, taking into account and without taking into account damage. Results. The stress fields in the panel are numerically determined with and without defects. The fields of the failure indices of the panel layers under the impact load are investigated using various failure criteria (Puck, Hashin, LaRC03 (Langley Research Center)) of polymer composite materials. The analysis of the influence of a defect on the behavior of a honeycomb panel under the impact load is carried out.
Highlights
В [1] исследуется прочность клеевого соединения, имеющего трещиноподобный дефект в клеевой прослойке
The aim of the work is to study the effect of interlayer defects of the bundle type on the behavior of a rectangular flat three-layer panel with a honeycomb filler under the influence of a dynamic impact load
The finite element model was calculated under specified boundary conditions, the stress fields and fracture indices in the panel were determined, taking into account and without taking into account damage
Summary
Рассматривается прямоугольная плоская трехслойная панель длиной a = 640 мм и шириной b = 375 мм В центре панели между верхней обшивкой и сотовым заполнителем присутствует дефект эллиптической формы с осями 110 и 50 мм Состоящую из двух тонких прочных внешних слоев – обшивок (в данной работе выполненных из ПКМ), связанных между собой слоем заполнителя, разделяющего внешние (несущие) слои и обеспечивающего их совместную работу и устойчивость. Обшивка панели состоит из двух монослоев, каждый из которых изготовлен из клеевого препрега КМКС-2м.120.Т10 (стеклоткань Т-10-80 и клеевая композиция). Укладка монослоев имеет следующий вид: [0°/0°], толщина монослоя h = 0,28 мм
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