Analysis of three-dimensional locking-free curved beam element

Zheng H. Zhu, S. Meguid
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引用次数: 14

Abstract

Most existing curved beam elements suffer from poor convergence difficulties and a heavy computational burden while limit themselves to 2D problems. In this paper, we address and overcome these difficulties by developing a new three-noded locking-free 3D curved beam element. The element formulations, which employ coupled consistent polynomial displacement fields, satisfy the membrane locking-free requirement of being able to recover the inextensible bending mode of the curved beam. Quintic transverse displacement interpolation functions are used to represent the bending deformation of the beam, while the axial and torsional displacement fields are derived by integration of the presumably linear membrane and torsional shear strain fields, which are coupled with the transverse displacement fields. Numerical results of two- and three-dimensional applications are presented to demonstrate the superior accuracy and high convergence rate of the newly developed curved beam element compared with existing ones.
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三维无锁紧曲线梁单元分析
现有的曲线梁单元大多局限于二维问题,存在收敛困难和计算量大的问题。在本文中,我们通过开发一种新的三节点无锁紧三维弯曲梁单元来解决和克服这些困难。采用耦合一致多项式位移场的单元公式满足了能够恢复弯曲梁不可扩展弯曲模态的无膜锁紧要求。采用五次横向位移插值函数表示梁的弯曲变形,将假定为线性的膜应变场和扭转剪切应变场与横向位移场耦合,通过积分得到轴向和扭转位移场。二维和三维应用的数值结果表明,与现有的曲线梁单元相比,新开发的曲线梁单元具有较高的精度和收敛速度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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