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Constrained torsional analysis of multi-cell composite tapered beams

机译:多单元复合锥形梁的约束扭转分析

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摘要

The structural performance of multi-cell composite tapered beams when subjected to constrained torsional loading is examined in this paper. A simplified analytical procedure for determining the constrained torsional response of a specific class of multi-cell composite tapered beams is outlined in some detail. The constrained condition analyzed is that of the cantilevered multi-cell beam with torque applied at the free end of the beam. In order to avoid the elastic couplings in the beams between bending, torsion and axial effects, laminates are symmetrically layed-up about their own mid-planes in such a manner that they possess in-plane orthotropy. The analysis approach essentially makes use of the exist ing theories of torsion appropriate to isotropic constructions, which are suitably modified to account for the non-isotropic nature of composite material. The details of the finite element analysis are also included in the paper. The comparisons between the theory and finite element results are shown to give close agreement.
机译:本文研究了在约束扭转载荷作用下多单元复合锥形梁的结构性能。详细介绍了确定特定类别的多单元复合锥形梁的受约束扭转响应的简化分析程序。分析的约束条件是在梁的自由端施加扭矩的悬臂式多单元梁的约束条件。为了避免梁在弯曲,扭转和轴向作用之间发生弹性耦合,将层压板围绕其自身的中平面对称放置,使其具有平面内的正交各向异性。该分析方法主要利用了适用于各向同性结构的现有扭转理论,这些理论经过适当修改以说明复合材料的非各向同性性质。有限元分析的细节也包括在本文中。理论结果与有限元结果之间的比较显示出非常一致。

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