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Torsional warping elastostatic analysis of FGM beams with longitudinally varying material properties

机译:材料特性沿纵向变化的FGM梁的扭转翘曲弹力分析

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In this paper, the influence of torsional warping of the cross-sections of thin-walled twisted Functionally Graded Material (FGM) beams on their elastostatic behavior is investigated. The material properties are assumed to vary longitudinally. The variation is described by a polynomial. Secondary deformations, resulting from the angle of twist, are considered. The transfer matrix method serves as the analysis tool. The transfer relations are derived and used for establishing finite element equations for twisted FGM beams in local coordinate systems. The warping part of the first derivative of the twist angle, caused by the bimoment, is considered as an additional degree of freedom at the nodes of the beam elements. The numerical investigation is performed with or without consideration of the Secondary Torsional Moment Deformation Effect (STMDE). It is focused on elastostatic analysis of straight cantilever FGM beams with doubly symmetric open as well as closed cross-sections. The influence of the longitudinal variation of the material properties and of the secondary torsion moment on the deformation and stress state is investigated. The results are compared with the ones obtained by a very fine mesh of standard solid and shell as well as warping beam finite elements.
机译:在本文中,研究了扭转薄壁扭曲功能梯度材料(FGM)梁的截面对其弹性行为的影响。假定材料特性沿纵向变化。该变化由多项式描述。考虑了由扭转角引起的二次变形。传递矩阵法用作分析工具。导出传递关系,并将其用于建立局部坐标系中扭曲的FGM梁的有限元方程。由双矩引起的扭转角一阶导数的翘曲部分被视为梁单元节点处的附加自由度。数值研究是在考虑或不考虑二次扭转力矩变形效应(STMDE)的情况下进行的。它专注于具有双对称开放和封闭横截面的直悬臂FGM梁的弹力分析。研究了材料特性的纵向变化和二次扭转力矩对变形和应力状态的影响。将结果与通过非常细的标准实体和壳体网格以及翘曲梁有限元获得的结果进行比较。

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