CFRP-铝合金单搭接胶接接头疲劳寿命和失效模式

Fatigue life and failure mode of CFRP-aluminum alloy single-lap adhesive joints

  • 摘要: 在室温下制备碳纤维增强树脂复合材料(CFRP)-铝合金单搭接胶接试样。利用电子万能试验机和电液伺服疲劳试验机进行准静态拉伸和拉-拉疲劳试验,基于疲劳试验结果和双参数威布尔分布方法,采用多种函数模型对接头应力-寿命(S-N)曲线进行拟合。同时,利用三维数字图像相关技术(3D digital image correlation,3D-DIC)和SEM等设备,获得接头应变分布云图和失效形貌,揭示CFRP-铝合金胶接接头在循环载荷下的破坏机制。结果表明,幂函数对CFRP-铝合金单搭接胶接接头S-N曲线拟合度最高,相关系数R2为0.987,且接头疲劳寿命随着载荷水平的降低逐渐提高,变异系数逐渐增大。载荷水平为25%和35%失效载荷时,CFRP-铝合金单搭接接头破坏模式主要为胶层内聚破坏和铝合金-胶层界面破坏,且随着载荷水平的升高内聚破坏面积逐渐增加,载荷水平达到75%失效载荷时,CFRP-铝合金单搭接接头只发生胶层内聚破坏。在载荷水平为25%失效载荷下,接头由于内部温度上升主要发生韧性断裂,且随载荷水平上升至75%失效载荷时,接头由于受到较大拉应力逐渐向脆性断裂转变。

     

    Abstract: Carbon fiber reinforced polymer (CFRP)-Al single-lap adhesive joints were made at room temperature. Firstly, a universal testing machine as well as an electro-hydraulic servo fatigue testing machine were used for quasi-static tensile tests and tensile-tension fatigue tests, respectively. Based upon the fatigue test results and two-parameter Weibull distribution methods, multiple function models were applied to fit the stress-life (S-N) curves of joints. Meanwhile, 3D digital image correlation (3D-DIC) and SEM were used respectively to obtain the strain field distribution and failure morphology of joints, revealing the failure mechanism of joints under cyclic load. According to the test results, the power function has the highest fitting degree for the S-N curves of the joints, with the correlation coefficient R2 of 0.987. Besides, with the load level decreasing, the fatigue life and the coefficient of variation of the joints gradually increase. When the load levels are 25% and 35% of the failure load, the failure modes of joints are mainly cohesive failure and interface failure. And the cohesive failure area increases correspondingly with the increase of the load level. Even when the load level is up to 75% of the failure load, only cohesive failure occurs. Moreover, when the load level is 25% of the failure load, ductile fracture occurs due to the increase of the internal temperature of the joints. And when the load level rises to 75% of the failure load, the joints gradually change to brittle fracture as a result of large tensile stress.

     

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