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

机译:Z钉复合材料层合板I型分层韧性的实验和数值研究

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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 libre/epoxy prcprcg (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 1 (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.rnA 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钉双悬臂梁(DCB)的I型分层和相关的Z钉桥接机制进行了实验研究。用十种样品进行了测试:(1)大销钉增强DCB(双悬臂梁),三个面密度分别为D = 2.01%,5.15%,8.04%; (2)三种面密度分别为D = 0.85%,2.17%,3.40%的中引脚增强型DCB; (3)具有三种面密度D = 0.25%,0.63%,0.90%的小销钉增强DCB,以及(4)没有销钉增强DCB的样品。脱层测试样品是从单向连续碳自由/环氧产品(T300 / TDE86)制备的,制成3 mm厚的单向层压板,裂纹路径中有无Z针。断裂测试是在模式1下进行的(标准DCB测试)。实验表明,抗脱胶性和极限强度的提高取决于材料,尺寸,密度,销钉的位置以及销钉变形的机理.rn建立了有限元(FE)模型以研究z型销钉的I型分层韧性增强复合材料层压板。通过一组非线性弹簧的变形来模拟Z轴拔出过程。临界裂纹开口位移(COD)准则用于模拟由z钉层压板制成的DCB中的裂纹扩展。结构的韧性通过能量释放率来量化,该能量释放率是使用轮廓积分法计算的。 FE模型已针对非固定和Z固定层压板进行了验证。将有限元分析中预测的加载力与可用的测试数据进行比较。达成了良好的协议。数值结果表明,z销可以大大提高复合材料层板的I型分层韧性。

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