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Numerical determination of dynamic stress concentration factors for an axially loaded strut with elliptical and notch discontinuities

机译:用椭圆形和切口不连续性轴向装管支柱动态应力集中因子的数值测定

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Numerical modeling, simulation, and analysis of axial struts (with geometrical discontinuities) subjected to dynamic loading conditions is the focus of this paper. Understanding how geometrical discontinuities influence the stress distribution within a structural member is critical for design applications. Furthermore, understanding how axial struts perform under dynamic loading conditions is critical in the design of automobiles, airplanes, and a large number of potentially dynamically loaded structures. A large amount of research investigating static loading conditions of struts with geometrical discontinuities has been conducted. With the development of finite element codes, numerical dynamic analyses can be completed much easier and at much lower costs than would occur for experimental methods. In this research finite element simulations were conducted on struts with centrally located elliptical holes as well as struts with circular notches subjected to an impact load. The stress distributions of the models were studied to determine the maximum stress state for each geometric configuration. This information was used to determine the dynamic stress concentration factor for each configuration. The dynamic stress concentration factor is plotted as a function of time and three-dimensional surface plots are shown, illustrating how the dynamic stress concentration factor varies with discontinuity geometry. It is shown that the dynamic stress concentration factor varies with time more significantly for discontinuities that minimize the nominal cross section of the strut.
机译:轴向支柱(具有几何不连续性)对动态负载条件进行的数值建模,仿真和分析是本文的重点。了解地质不连续性如何影响结构构件内的应力分布对于设计应用至关重要。此外,了解在动态负载条件下轴向支柱的表现在汽车,飞机和大量潜在的动态加载的结构中至关重要。已经进行了大量研究,研究了具有几何不连续性的支柱的静态加载条件。随着有限元代码的发展,数值动态分析可以更容易地完成,成本远低于实验方法的成本。在该研究中,有限元模拟在具有中心位于椭圆形孔的支柱上进行,以及具有对冲击载荷进行圆形槽口的支柱。研究了模型的应力分布,以确定每个几何配置的最大应力状态。该信息用于确定每个配置的动态应力集中因子。作为时间的函数绘制动态应力浓度因子,示出了三维表面图,示出了动态应力集中因子如何随不连续性的几何形状而变化。结果表明,对于最小化支柱的标称横截面的不连续性,动态应力集中因子的时间更加显着。

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