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Free and forced vibration analyses using the four-node quadrilateral element with continuous nodal stress

机译:使用具有连续节点应力的四节点四边形单元进行自由振动和强制振动分析

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摘要

The recently published four-node quadrilateral element with continuous nodal stress (Quad4-CNS) is extended to free and forced vibration analyses of two-dimensional solids. The Quad4-CNS element can be regarded as a partition-of-unity (PU) based 'FE-Meshfree' element which inherits better accuracy, higher convergence rate, and high tolerance to mesh distortion from the meshfree methods, while preserving the Kronecker-delta property of the finite element method (FEM). Moreover, the Quad4-CNS element is free from the linear dependence problem which otherwise cripples many of the PU based finite elements. Several free and forced vibration problems are solved and the performance of the element is compared with that of the four-node isoparametric quadrilateral element (Quad4) and eight-node isoparametric quadrilateral element (Quad8). The results show that, for regular meshes, the performance of the element is superior to that of Quad4 element, and comparable to that of Quad8 element. For distorted meshes, the present element has better mesh-distortion tolerance than Quad4 and Quad8 elements.
机译:最近发布的具有连续节点应力的四节点四边形单元(Quad4-CNS)扩展到二维固体的自由振动和强迫振动分析。 Quad4-CNS元素可以被视为基于统一分区(PU)的“ FE-Meshfree”元素,它从无网格方法继承了更高的精度,更高的收敛速度以及对网格失真的高容忍度,同时保留了Kronecker-有限元方法(FEM)的delta属性。此外,Quad4-CNS元素没有线性相关性问题,否则线性关系便会削弱许多基于PU的有限元素。解决了几个自由振动和强迫振动问题,并将该单元的性能与四节点等参四边形单元(Quad4)和八节点等参四边形单元(Quad8)进行了比较。结果表明,对于常规网格,该元素的性能优于Quad4元素,并且与Quad8元素相当。对于变形的网格,本元素比Quad4和Quad8元素具有更好的网格失真容限。

著录项

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  • 作者单位

    State Key Laboratory of Geomechanics and Ceotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China;

    State Key Laboratory of Geomechanics and Ceotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China;

    Key Laboratory of Ceotechnical Mechanics and Engineering of Ministry of Water Resources, Yangtze River Scientific Research Institute, Wuhan, China;

    State Key Laboratory of Geomechanics and Ceotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Partition of unity method; 'FE-Meshfree' element; Quad4-CNS; Mesh distortion; Free and forced vibration analyses;

    机译:分割统一法;“ FE-Meshfree”元素;Quad4-CNS;网格变形;自由和强制振动分析;

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