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The influence of reinforcement ring width on the buckling response of carbon fibre composite panels with circular cut-outs

机译:增强圈宽度对带有圆形切口的碳纤维复合材料板屈曲响应的影响

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This paper investigates the influence of cut-out diameter and the width of the circular reinforcement rings upon the buckling stability of square CFRP panels. The study undertaken at Cranfield University uses MSC/NASTRAN Finite Element Analysis (FEA) extensively for this investigation. The FEA results have been compared with results from practical tests and good agreement was found. Diagrams showing the influence of cut-out diameter and reinforcement ring width on the buckling stability of simply supported CFRP panels are presented. The results are shown for approx. 2 mm-thick ((±45/0)_s)_s square CFRP panels with 0-50 mm wide reinforcement rings bonded around the central circular cut-outs. The panels are loaded in pure shear or in compression. The results presented can be used to find the optimum reinforcement ring width for square CFRP panels with central circular cut-outs.
机译:本文研究了切口直径和圆形加强环的宽度对方形CFRP面板屈曲稳定性的影响。克兰菲尔德大学进行的这项研究广泛使用了MSC / NASTRAN有限元分析(FEA)。将FEA结果与实际测试结果进行了比较,并发现了很好的一致性。给出了示出切口直径和加强环宽度对简单支撑的CFRP面板的屈曲稳定性的影响的图表。结果显示为约。 2毫米厚((±45/0)_s)_s方形CFRP面板,其0-50毫米宽的加固环围绕中央圆形切口粘结。面板以纯剪切或压缩方式加载。呈现的结果可用于找到带有中央圆形切口的方形CFRP面板的最佳增强环宽度。

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