预紧力衰减对CF/PEEK复合材料与铝合金螺栓连接结构力学性能的影响

    Effects of Preload Relaxation on Structural Mechanical Properties of Bolted Joints of CF/PEEK Composite and Aluminum Alloy

    • 摘要: 以CF/PEEK复合材料与铝合金螺栓连接结构为研究对象,分析静载条件下预紧力衰减对连接结构力学性能的影响,揭示接头的失效形式及失效机理,利用数字图像相关技术分析拉伸过程中的应变场变化。结果表明,随着预紧力的增加,连接结构的极限载荷呈现出先增大后减小的趋势,适当增加预紧力有助于提升极限载荷,而过高的预紧力则可能导致其下降。预紧力衰减使接头处的接触压力降低,导致极限载荷降低。CF/PEEK接头失效形式表现为纤维断裂、层间开裂及表层脱粘,而铝合金则表现为弯曲变形和挤压破坏。最大负应变的变化趋势与极限载荷对预紧力的依赖性相一致。预紧力的衰减不会改变应变分布特征,但会导致最大正应变和最大负应变的增加。

       

      Abstract: Taking the connection structure of CF/PEEK composite material and aluminum alloy bolt as the research object, the influence of preload attenuation on the mechanical properties of the connection structure under static load was analyzed, the failure mode and failure mechanism of the joint were revealed, and the strain field variation during the tension process was analyzed by digital image correlation technology. The results show that as the preload increases, the ultimate load of the connection structure shows a trend of first increasing and then decreasing. A moderate increase in preload helps to enhance the ultimate load, while excessive preload leads to a decrease. The relaxation of preload reduces the contact pressure at the joint, leading to a decrease in the ultimate load. The failure modes of the CF/PEEK joints are characterized by fiber fracture, delamination fracture, and surface layer debonding, while the aluminum alloy exhibits bending deformation and crushing failure. The trend of maximum negative strain is consistent with the dependence of ultimate load on preload; the preload relaxation does not change the strain distribution characteristics but leads to an increase in both maximum positive and maximum negative strains.

       

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