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Experimental and numerical study on the mode I delamination toughness of z-pinned composite laminates

机译:Z型复合层压板的模式I分层韧性的实验性和数值研究

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An experimental investigation was performed on mode I delamination of z-pinned double-cantilever-beams (DCB) and associate z-pin bridging mechanisms. Tests were performed with ten types of samples: (1) big-pin reinforced DCB (double-cantilever-beams) with three areal densities D=2.01%, 5.15%, 8.04%, respectively; (2) median-pin reinforced DCB with three areal densities D=0.85%, 2.17%, 3.40%; (3) small-pin reinforced DCB with three areal densities D=0.25%, 0.63%, 0.90% and (4) without pin reinforced DCB specimens. Delamination tests samples were prepared from unidirectional continuous carbon fibre/epoxy prepreg (T300/TDE86), made into 3 mm thick unidirectional laminates with and without a block of Z-pins in the crack path. Fracture testing was carried out under Mode I (standard DCB test). Experiments have shown that increases in debond resistance and ultimate strength depend on the material, size, density, location of the pins and the mechanisms of pin deformation. A finite element (FE) model is developed to investigate mode I delamination toughness of z-pin reinforced composite laminates. The z-pin pullout process is simulated by the deformation of a set of non-linear springs. A critical crack opening displacement (COD) criterion is used to simulate crack growth in a DCB made of z-pinned laminates. The toughness of the structure is quantified by the energy release rate, which is calculated using the contour integral method. The FE model is verified for both unpinned and z-pinned laminates. Predicted loading forces from FE analysis are compared to available test data. Good agreement is achieved. The numerical results indicate that z-pins can greatly increase the mode I delamination toughness of the composite laminates.
机译:对Z型Z型双悬臂梁(DCB)的模式I分层进行了实验研究,并将Z引脚桥接机构联系起来。用十种类型的样品进行测试:(1)大引加筋DCB(双悬臂梁),三个面部密度d = 2.01%,分别为5.15%,8.04%; (2)中位数加固DCB,三个面部密度d = 0.85%,2.17%,3.40%; (3)小引脚增强DCB,具有三个面部密度D = 0.25%,0.63%,0.90%和(4),没有引脚增强DCB样本。分层试验样品由单向连续碳纤维/环氧树脂预浸料(T300 / TDE86)制备,制成3mm厚的单向层压板,在裂纹路径中没有Z型块。在模式I(标准DCB测试)下进行骨折测试。实验表明,借方阻力和最终强度的增加取决于销钉的材料,尺寸,密度,位置和销变形的机制。开发了有限元(FE)模型以研究Z销加强复合层压材料的模式I分层韧性。通过一组非线性弹簧的变形来模拟Z引脚拉出过程。临界裂缝打开位移(COD)标准用于模拟由Z型层压板制成的DCB中的裂纹生长。通过使用轮廓整体法计算的能量释放速率量化结构的韧性。验证了FE模型,适用于均未净化和Z型层压板。将来自FE分析的预测加载力与可用的测试数据进行比较。实现了良好的一致性。数值结果表明Z-PIN可以大大增加复合层压板的模式I分层韧性。

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