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首页> 外文期刊>Steel & Composite Structures: An International Journal >Shear-deformable finite element for free vibrations of laminated composite beams with arbitrary lay-up
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Shear-deformable finite element for free vibrations of laminated composite beams with arbitrary lay-up

机译:具有任意叠层的层压复合梁的自由振动的剪切可变形有限元

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摘要

A shear-deformable finite element model (FEM) with five nodes and thirteen degrees of freedom (DOFs) for free vibrations of laminated composite beams with arbitrary lay-up is presented. This model can be capable of considering the elastic couplings among the extensional, bending and torsional deformations, and the Poisson's effect. Lagrange's principle is employed in derivation of the equations of motion, and thus the element matrices are obtained. Comparisons of the present element's results with those in experiment, available literature and the 3D finite element analysis software (ANSYS (R)) are made to show its accuracy. Some further results are given as referencing for the future studies in vibrations of laminated composite beamst.
机译:呈现具有五个节点和十三个自由度(DOF)的剪切可变形的有限元模型(FEM),其具有任意铺设的层叠复合梁的自由振动。 该模型能够考虑延伸,弯曲和扭转变形的弹性联轴器,以及泊松的效果。 拉格朗日的原理用于衍生运动方程,因此获得元件矩阵。 本要素与实验中的结果的比较,可用文献和3D有限元分析软件(ANSYS(R))的结果显示得出其准确性。 一些进一步的结果是参考层压复合梁振动的未来研究。

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