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Feasibility of Internally Reinforced Thin-walled Beams for Industrial Applications

机译:用于工业应用内部加强薄壁梁的可行性

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In this work, several types of reinforcement geometries of hollow-box beams for industrial applications are compared. A novel type of sandwich beams under bending and torsion uncoupled loadings is proposed as the best solution of all those that were studied. For the comparative analysis of the solutions, the models are modelled by the Finite Element Method (FEM) using the commercial software ANSYS Mechanical APDL. The feasibility of the novel beams was assessed by comparing the stiffness behavior of the beams with simple hollow-box beams in terms of deflection. An efficiency parameter was defined in order to determine the relative difference in terms of deflection. It is found that the novel geometries represent a great improvement under bending loadings, better than under torsion loadings. Nevertheless, for bending and torsion combined loadings, if bending stresses are predominant, the beams can still be interesting for some applications, mainly those with mobile parts.
机译:在这项工作中,比较了用于工业应用的空心箱梁的几种类型的加固几何形状。提出了一种新颖的夹层横掺值,作为研究的最佳解决方案。对于对解决方案的比较分析,模型由使用商业软件ANSYS机械APDL的有限元方法(FEM)进行建模。通过将梁与简单的空心箱梁的刚度行为在偏转方面进行评估,评估新梁的可行性。定义了效率参数,以便确定偏转方面的相对差异。结果发现,新颖的几何形状在弯曲载荷下表示巨大的改善,而不是在扭转载荷下更好。然而,对于弯曲和扭转组合负载,如果弯曲应力是主要的,则梁可以对某些应用仍然有趣,主要是具有移动部件的应用。

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