A stabilized four-node co-rotational quadrilateral shell element for smooth and non-smooth shell structures

被引:0
|
作者
Li Z.-X. [1 ]
Hu W.-B. [1 ]
机构
[1] Department of Civil Engineering Zhejiang University, Hangzhou
来源
Gongcheng Lixue/Engineering Mechanics | 2020年 / 37卷 / 09期
关键词
Co-rotational approach; Locking phenomenon; One-point quadrature; Physical stabilized method; Quadrilateral shell element; Vectorial rotational variable; Zero energy mode;
D O I
10.6052/j.issn.1000-4750.2019.10.0611
中图分类号
学科分类号
摘要
A four-node co-rotational quadrilateral shell element for smooth and non-smooth shell structures is presented. Each node of the element has three translational degrees of freedom and two or three vectorial rotational degrees of freedom. For the nodes of smooth shells or nodes away from the intersection of non-smooth shells, the two smallest components of the mid-surface normal vector are defined as the nodal rotational variables. For the nodes at intersections of non-smooth shells, two smallest components of one orientation vector, together with one smaller or the smallest component of another nodal orientation vector, are employed as rotational variables. In a nonlinear incremental solution procedure, the vectorial rotational variables are additive and the symmetric tangent stiffness matrices are obtained in both global and local coordinate systems, thus, one-dimensional linear storage scheme can be adopted, saving computer storage and computing time effectively. To alleviate membrane and shear locking phenomena, one-point quadrature is adopted in calculating the element tangent stiffness matrices and the internal force vector, and the physically stabilized method is employed to avoid the occurrence of spurious zero energy modes. The reliability and computational accuracy are verified through two smooth shell problems and two non-smooth shell problems undergoing large displacements and large rotations. Copyright ©2020 Engineering Mechanics. All rights reserved.
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页码:18 / 29
页数:11
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共 34 条
  • [1] Deng Jihua, Shao Xudong, Geometrically nonlinear analysis using a quadrilateral 8-node co-rotational plane element, Engineering Mechanics, 28, 7, pp. 6-12, (2011)
  • [2] Deng Jihua, Shao Xudong, Co-rotational formulation for nonlinear analysis of plane beam element with rigid arms, Engineering Mechanics, 29, 11, pp. 143-151, (2012)
  • [3] Izzuddin B A., An enhanced co-rotational approach for large displacement analysis of plates [J], International Journal for Numerical Methods in Engineering, 64, 10, pp. 1350-1374, (2005)
  • [4] Li Z X, Zheng T., A 4-node co-rotational quadrilateral composite shell element, International Journal of Structural Stability and Dynamics, 16, 9, (2016)
  • [5] Cen Song, Shang Yan, Zhou Peilei, Et al., Advances in shape-free finite element methods: a review, Engineering Mechanics, 34, 3, pp. 1-13, (2017)
  • [6] Xia Yang, Liao Ke, Locking-free isogeometric analysis of complex three-dimensional beam structures, Engineering Mechanics, 35, 11, pp. 17-25, (2018)
  • [7] Chen Xiaoming, Li Yungui, A 4-node isoparametric element formulated with generalized conforming conditions, Engineering Mechanics, 35, 12, pp. 1-6, (2018)
  • [8] Long Yuqiu, Long Zhifei, Cen Song, New developments in finite element method, (2004)
  • [9] Li Zhongxue, Strategies for overcoming locking phenomena in beam and shell finite element formulations, Journal of Zhejiang University (Engineering Science), 41, 7, pp. 1119-1125, (2007)
  • [10] Li Z X., A co-rotational formulation for 3D beam element using vectorial rotational variables [J], Computational Mechanics, 39, 3, pp. 309-322, (2007)