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Normalized strength reserve principle for variable amplitude fatigue life prediction of adhesively bonded aluminium joints

机译:用于可变振幅疲劳寿命预测粘接铝接缝的归一化强度储备原理

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摘要

Over the last several decades, adhesive bonding has been validated as a good alternative to traditional joining methods in metallic construction. On the other hand, the main factor that limits the wider use of structural adhesives in civil engineering industry is scepticism about their long-term performance, especially when subjected to variable amplitude fatigue loading. Most of the research on predicting the fatigue life of adhesive joints subjected to this type of loading dealt with composite adherends. In this paper, straightforward method for prediction of strength degradation and fatigue failure under random spectrum loading is presented and validated for the case of adhesively bonded single lap joints made of aluminium adherends. It is based on the normalized strength reserve principle, proposed by the same authors in their previous research. The normalized strength reserve model is expanded to the case of variable amplitude fatigue, incorporating the cycle mix parameter in order to account for load interaction effects. Very good agreement was obtained between the fatigue life predictions of the presented method and experimental results from the literature.
机译:在过去的几十年中,粘接粘合已被验证为金属结构中传统连接方法的良好替代方案。另一方面,限制在土木工程行业中更广泛地使用结构粘合剂的主要因素对其长期性能有怀疑,特别是当受到可变振幅疲劳负荷时。大多数关于预测粘合接头的疲劳寿命的研究与复合粘物进行这种类型的装载。本文提出并验证了用铝粘附制成的粘粘合的单圈接头的情况下提出和验证了用于预测力的强度降解和疲劳失效的直接方法。它基于标准化的强度储备原则,在其以前的研究中提出了同一作者。归一化强度储备模型扩展到可变幅度疲劳的情况,包括循环混合参数,以便考虑负载相互作用效果。在文献的疲劳生活预测和文献的实验结果之间获得了非常好的协议。

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  • 来源
    《Bauingenieur》 |2019年第5期|184-192|共9页
  • 作者

    Stojkovic N.; Folic R.;

  • 作者单位

    Coll Appl Tech Sci Nis Dept Civil Engn Aleksandra Medvedeva 20 Nish 18000 Serbia;

    Univ Novi Sad Fac Tech Sci Dept Civil Engn Trg Dositeja Obradovica 6 Novi Sad 21000 Serbia;

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