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Stress field characteristics of eccentrically loaded aircraft spliced joints

机译:偏心加载的飞机拼接接头的应力场特征

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The paper details the stress characteristics in eccentrically loaded aircraft spliced joints. It is shown that the hoop stress (σ_(θθ)) around each rivet is characterized by two peak values located at 0 = (0°,90°). The magnitude of (σ_(θθ)) is then reduced to a minimum value between these two peaks. A sharp increase in the axial stress component (σ_(xx)) along the vertical splice lines occurs in the vicinity of the rivet centerlines followed by a rapid decrease in the areas between the rivets. It is shown that stresses along the first interior rivet row is the most critical. The axial stress (σ_(xx)) profile along horizontal rivet lines has a "sinusoidal" pattern. It is observed that the transverse stress profile (σ_(yy)), along the horizontal lines, has different peak and minimum values between the rivets. The magnitude of the peak/minimum values depends upon the line location within the splice region. It is also shown the bending stress component varies significantly and must be accounted for the analysis of the eccentric aircraft joints. Experimental comparisons are made along several lines in the splice region. The numerical model is utilized for analysis of a full frame-bay/splice of aircraft fuselage. The paper provides valuable information that can be utilized by practicing engineers for analysis and design of joints with large number of rivets.
机译:本文详细介绍了偏心加载的飞机拼接接头的应力特性。结果表明,每个铆钉周围的环向应力(σ_(θθ))的特征在于两个峰值位于0 =(0°,90°)。然后将(σ_(θθ))的大小减小到这两个峰值之间的最小值。沿垂直接合线的轴向应力分量(σ_(xx))急剧增加发生在铆钉中心线附近,随后铆钉之间的面积迅速减小。结果表明,沿第一内部铆钉行的应力是最关键的。沿水平铆钉线的轴向应力(σ_(xx))轮廓具有“正弦”图案。可以看出,沿水平线的横向应力分布(σ_(yy))在铆钉之间具有不同的峰值和最小值。峰值/最小值的大小取决于接头区域内的线位置。还显示出弯曲应力分量有很大变化,并且必须考虑偏心飞机关节的分析。沿着接合区域中的几条线进行了实验比较。该数值模型用于分析飞机机身的全机架托架/接头。本文提供了有价值的信息,实践工程师可以利用这些信息来分析和设计具有大量铆钉的接头。

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