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Analytical and experimental investigation of tensile properties of cross-ply and angle-ply GFRP composite laminates

机译:交叉和角向玻璃纤维增​​强复合材料层压板的拉伸性能的分析和实验研究

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The static tensile properties in the form of ultimate failure stress, ultimate failure strain and Young’s modulus of a cross-ply glass fiber-reinforced polymer (GFRP) composite laminate [90_(4), 0_(4)]_(s)and an unconventional angle-ply GFRP composite laminate [+67.5_(4), -67.5_(4)]_(s)were investigated using the netting analysis, the laminate mixture rule (Hart-Smith 10% rule) and the classical laminate theory (CLT). The findings were then compared to experimental results to determine the accuracy of each analytical technique. It was found that the netting analysis was the best overall method for estimating the cross-ply laminate tensile properties, whereas neither the CLT nor the 10% rule were appropriate for estimating the tensile properties of the unconventional ply angle laminate.
机译:多层玻璃纤维增​​强聚合物(GFRP)复合层压板[90_(4),0_(4)] _(s)的极限拉伸应力,极限拉伸应变和杨氏模量形式的静态拉伸性能使用网分析,层压板混合规则(Hart-Smith 10%规则)和经典层压板理论研究了非常规斜角GFRP复合层压板[+ 67.5_(4),-67.5_(4)] _(s) (CLT)。然后将这些发现与实验结果进行比较,以确定每种分析技术的准确性。已经发现,网状分析是评估交叉层板层压材料拉伸性能的最佳整体方法,而CLT或10%法则都不适合评估非常规层板角度层压材料的拉伸性能。

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