单向 CFRP 层压材料厚度和平面内压缩模量的实验对比分析

R. Bogenfeld
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摘要

本研究利用立方体压缩试验探索了单向层压板通厚压缩特性的实验表征。每个边长为 10 的立方体试样都对称地安装了双轴应变片,并进行了压缩试验。虽然文献中也有类似的方法,但这项工作主要是解决测试程序中固有的潜在偏差及其缓解问题。通过使用有限元(FE)分析结果对刚度测量进行缩放,补偿了摩擦引起的非均匀变形行为的影响。这种缩放大大提高了实验结果参数的准确性。试样的最终破坏源于边缘的应力集中,断裂角度在 60∘ 和 67∘ 之间。这种断裂模式与其他研究人员的发现一致,都是由于载荷引入面的摩擦引起的剪应力造成的。这项研究的主要发现是通过厚度模量(E33c)和强度(X33c)与平面内模量(E22c 和 X22c)之间的比较。结果表明,E33c 和 X33c 与 E22c 和 X22c 相比,分别退化了 5 倍和 7 倍。此外,将 E22c 和 X22c 的结果与通过标准试验获得的结果进行了比较,发现在立方体压缩试验中,强度 X22c 提高了 12 倍,刚度 E22c 低估了 4 倍。
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Experimental Comparative Analysis of the Through-Thickness and In-Plane Compression Moduli of Unidirectional CFRP Laminates
This study explores the experimental characterization of the through-thickness compression properties in unidirectional laminates using cube compression tests. Cubical specimens, each with an edge length of 10, were symmetrically outfitted with biaxial strain gauges and subjected to a compression test. While similar methodologies exist in the literature, this work primarily addresses the potential biases inherent in the testing procedure and their mitigation. The influence of friction-induced non-uniform deformation behavior is compensated through a scaling of the stiffness measurements using finite element (FE) analysis results. This scaling significantly enhances the accuracy of the resulting parameters of the experiments. The ultimate failure of the specimens, originating from stress concentrations at the edges, resulted in fracture angles ranging between 60∘ and 67∘. Such fracture patterns, consistent with findings from other researchers, are attributed to shear stress induced by friction at the load introduction faces. The key findings of this research are the comparisons between the through-thickness modulus (E33c) and strength (X33c) and their in-plane counterparts (E22c and X22c). The results indicate deteriorations of E33c and X33c from E22c and X22c by margins of 5 and 7, respectively. Furthermore, the results for E22c and X22c were compared with the results obtained through a standard test, revealing a 12 enhancement in strength X22c and 4 underestimated stiffness E22c in the cube compression test.
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