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首页> 外文期刊>Journal of Aircraft >Linkup Strength of 2024-T3 Bolted Lap Joint Panels with Multiple-Site Damage
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Linkup Strength of 2024-T3 Bolted Lap Joint Panels with Multiple-Site Damage

机译:2024-T3螺栓搭接搭接面板的多点损坏的连接强度

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摘要

A modified linkup model has been developed for determining the residual strength of 2024-T3 aluminum panels with multiple-site damage. This model was developed by semi-empirical analysis of test data from flat unstiffened open-hole panels. The model was later validated with test data from 36 open-hole stiffened panels. During the investigation, 36 bolted lap joint panels with different crack configurations were tested to further validate the previously developed modified linkup model. Stress intensity factors for the modified linkup model for the different crack configurations were determined from finite element analysis with the FRANC2D/L code. The residual strengths predicted by the modified linkup model correlate well with the test data, as was the case with the earlier studies of the stiffened panels. The results for the bolted lap joint panels show a sudden reduction in the residual strength at the early stages of multiple-site damage followed by a gradual linear decrease with increasing multiple-site damage crack size. The results also demonstrate that a stress-intensity-factor-based solution can be formulated with empirical analysis of test data from a simple configuration and then used to analyze more complex configurations.
机译:已开发出一种改进的链接模型,用于确定2024-T3铝面板在多部位损坏时的残余强度。该模型是通过对未加筋的裸眼裸板的测试数据进行半经验分析而开发的。该模型随后通过来自36个裸眼加劲板的测试数据进行了验证。在调查过程中,测试了36个具有不同裂纹配置的搭接搭接板,以进一步验证先前开发的改进的连接模型。使用FRANC2D / L代码通过有限元分析确定了针对不同裂纹构造的改进连接模型的应力强度因子。修改后的连接模型预测的残余强度与测试数据具有很好的相关性,就像早期对加筋板的研究一样。螺栓搭接接头面板的结果表明,在多点损伤的早期阶段,残余强度突然降低,然后随着多点损伤裂纹尺寸的增加而逐渐线性降低。结果还表明,基于应力强度因子的解决方案可以通过对来自简单配置的测试数据进行经验分析来制定,然后用于分析更复杂的配置。

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