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Mixed mode fracture analysis of multiple cracks in flat and curved stiffened panels of aircraft fuselage structures

机译:飞机机身结构平坦和弯曲加劲板中多个裂纹的混合模式断裂分析

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In real time, aircraft panels are mainly subjected to fatigue loading induced by the pressurization cycle. When two cracks approach one another, their stress fields influence each other and produce enhancing or shielding effect depending on the position of the cracks. In the present work, an attempt has been made to determine the effect of plate curvature on mixed mode stress intensity factor (SIF) of multiple cracks in a riveted joint using numerical and experimental methods. Diametrically opposite surface cracks of various crack depth ratios [(a / t); 'a' crack length and 't' thickness of the plate] were considered for a typical longitudinal splice joint. 'Frictional contact interaction' was defined between rivet hole, rivet head-sheet, between sheet surfaces and stringer to sheet interfaces in order to simulate the service conditions. At lower crack depths, [] higher SIF was observed for biaxial loading compared to uniaxial loading. Marginal influence of loading condition was observed for deep cracks []. SIF values of curved panels were observed to be higher than that of flat panel irrespective of the crack depths considered the present work. This is mainly due to 'flattening' of curved plate when loading. It was also noticed that, the presence of stiffener reduces the in plane (mode-II) and out of plane (mode-III) shear fracture considerably for curved panel as it exerts compressive force on the joint. To validate the numerical observations, experiments were conducted on a Al 2024-T3 specimens to determine the fatigue crack growth rate and it showed a good correlation with numerical methods. The experimental results also indicated a higher crack growth rate for curved panel compared to flat panel which is mainly due to additional bending stress at the rivet hole region caused by eccentric loading.
机译:实时地,飞机面板主要承受由加压循环引起的疲劳载荷。当两个裂缝彼此靠近时,它们的应力场会相互影响,并根据裂缝的位置产生增强或屏蔽效果。在目前的工作中,已经尝试使用数值和实验方法来确定板曲率对铆接接头中多个裂纹的混合模式应力强度因子(SIF)的影响。各种裂纹深度比在直径上相对的表面裂纹[(a / t);对于典型的纵向接头,考虑了“板的'a'裂纹长度和't'厚度”。为了模拟使用条件,在铆钉孔,铆钉头板之间,板表面之间以及纵梁与板之间的界面中定义了“摩擦接触相互作用”。在较低的裂纹深度处,与单轴加载相比,双轴加载的SIF更高。观察到载荷条件对深层裂纹的影响[]。观察到的弯曲面板的SIF值均高于平板面板的SIF值,而与考虑当前工作的裂纹深度无关。这主要是由于加载时弯曲板的“拉平”。还应注意的是,加劲肋的存在大大降低了弧形面板的平面(II型)和平面外(III型)剪切断裂,因为它在接头上施加了压缩力。为了验证数值观察结果,对Al 2024-T3试样进行了实验以确定疲劳裂纹的扩展速率,并与数值方法显示出良好的相关性。实验结果还表明,与平板面板相比,弧形面板的裂纹扩展率更高,这主要是由于偏心载荷在铆钉孔区域产生了额外的弯曲应力。

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