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An accurate curved beam element based on trigonometrical mixed polynomial function

机译:基于三角混合多项式函数的精确弯梁单元

摘要

A displacement-based, novel curved beam element is proposed for efficient and reliable analysis of frames composed of curved members. The accuracy of the proposed element is not controlled by the subtended angle of the element with the angle up to π. In contrast to the conventional method, the interpolation function for displacement is based on the infinitesimal straight beam sections extracted from the curved element. Consequently, the strain energy of the curved beam element can be integrated by the infinitesimal sections along the element length. The relationship between the displacements and the corresponding strains in the straight beam is simpler than that in the curvilinear co-ordinate description widely adopted by many researchers in their element derivations. This technique is formulated to avoid couplings between the tangential and radial displacement variables in the strain field and its successful utilization is also demonstrated herein. Furthermore, the relation between displacements and strains of the infinitesimal straight beam section is equivalent to that of the curved beam in the curvilinear co-ordinate description. Finally, the analysis results of several bench marked examples by the proposed curved beam element are presented. The results show the high accuracy and efficiency of the proposed element against the classical curved beam element.
机译:提出了一种基于位移的新型弯曲梁单元,用于高效可靠地分析由弯曲构件组成的框架。所提出的元素的精度不受元素对角的控制,该对角最大为π。与常规方法相比,位移的插值函数基于从曲面元素提取的无穷小直光束截面。因此,弯曲梁单元的应变能可以通过沿单元长度的无穷小部分积分。直梁中的位移与相应应变之间的关系比许多研究人员在其元素推导中广泛采用的曲线坐标描述中的关系更简单。制定该技术是为了避免应变场中切向位移和径向位移变量之间的耦合,并且本文还演示了其成功利用。此外,在曲线坐标描述中,无限小直梁截面的位移和应变之间的关系与弯曲梁的位移和应变之间的关系相同。最后,通过提出的弯曲梁单元,给出了几个基准测试实例的分析结果。结果表明,与传统的弯曲梁单元相比,所提出的单元具有较高的精度和效率。

著录项

  • 作者

    Tang YQ; Zhou ZH; Chan SL;

  • 作者单位
  • 年度 2013
  • 总页数
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类

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