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Effect of secondary bending and bolt load on damage and strength of composite single-lap interference-fit bolted structures

机译:二次弯曲和螺栓载荷对复合单圈干涉螺栓结构的损伤和强度的影响

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摘要

The single-lap interference-fit bolted joint is widely used in composite structures. In order to get an accurate prediction of bearing strength, secondary bending and bolt load effects are studied in the present research via combination of experimental and numerical methods. The joint specimens with four levels of interference-fit size (I) and bolt torque (T) were tested according to ASTM standard D5961 to evaluate the bearing behavior and joint stiffness. Meanwhile, a finite element model considering the shear nonlinearity is built to simulate the bearing strength and evolution of intralaminar damage and delamination. Results show that the bearing behavior of composite joints is more sensitive to bolt load than interference-fit size, and the optimal pattern is I = 0.4% and T = 8 N-m, which can effectively improve bearing performance and alleviate secondary bending effect. Matrix failure and fiber-matrix shear-out failure accompanied with delamination are commonly observed and localized on the bearing side of joint-holes, indicating the desired non-catastrophic failure modes.
机译:单圈干涉配合螺栓接头广泛用于复合结构。为了准确预测轴承强度,通过实验和数值方法的组合在本研究中研究了二次弯曲和螺栓损伤。根据ASTM标准D5961测试具有四个级别的干涉配合尺寸(I)和螺栓扭矩(T)的关节样品,以评估轴承行为和关节刚度。同时,考虑剪切非线性的有限元模型是为了模拟胸腔内损伤和分层的轴承强度和演变。结果表明,复合接头的轴承行为比螺栓载荷更敏感,而不是抗干尺寸,最佳图案是I = 0.4%和T = 8 n-m,这可以有效地改善轴承性能和缓解二次弯曲效果。通常观察到分层的矩阵故障和纤维 - 矩阵剪切失效,并在关节孔的轴承侧置于接头孔的侧面,表示所需的非灾难性失效模式。

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