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厚薄通用三角形三结点平板壳元TSLT18 被引量:4

Triangular flat-shell element TSLT18 for analysis of thick and thin shells
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摘要 高性能有限元模型对于壳体结构分析有着重要意义。该文提出了一种新型三角形三结点平板壳元TSLT18。其膜元部分采用含附加刚体转动自由度的广义协调膜元GT9,为了消除一点缩减积分带来的多余零能模式及沙漏现象,推导并使用了该单元的稳定化矩阵;弯曲部分采用的是基于合理剪应变插值方案和SemiLoof约束条件的广义协调厚薄板单元TLSL-T9。数值算例表明,TSLT18不仅列式简单,保证收敛,而且精度高,适用性强,没有任何数值问题,是一类高效实用高性能单元。 High performance finite element models greatly enhance the analysis of shell structures. This paper presents a new simple 3node triangular flatshell element, denoted as TSLT18, based on element GT9, a generalized conforming membrane element with rigid rotational motion as the membrane part of TSLT18. Onepoint reduced integration and a stabilization matrix are used to avoid membrane locking and hourglass problems. Then a generalized conforming KirchhoffMindlin plate element, TLSLT9, was developed based on the SemiLoof constrain conditions and a rational shear strain interpolation approach as the bending part of TSLT18. Numerical results show that the proposed element is valid for both thin and thick plates and shells; has a relatively simple formulation without any numerical difficulties; is accurate and provides good convergence for arbitrary mesh divisions. Hence, the element TSLT18 will facilitate shell analysis and applications in practical engineering problems.
出处 《清华大学学报(自然科学版)》 EI CAS CSCD 北大核心 2003年第8期1069-1073,共5页 Journal of Tsinghua University(Science and Technology)
基金 清华大学基础研究基金项目(JC2002003) 国家自然科学基金资助项目(10272063) 高等学校博士学科点专项基金项目(20020003044) 高等学校全国优秀博士学位论文作者专项基金项目
关键词 三角形三结点平板壳元 TSLTl8 有限元模型 壳体结构 刚体转动自由度 广义协调膜元 finite element flat-shell element generalized conforming SemiLoof constrains
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参考文献10

  • 1岑松,龙志飞.对转角场和剪应变场进行合理插值的厚板元[J].工程力学,1998,15(3):1-14. 被引量:18
  • 2岑松,龙志飞.一种新型厚薄板通用三角形广义协调元[J].工程力学,1998,15(1):10-22. 被引量:16
  • 3岑松 龙驭球 姚振汉 胡平 王成国 庄茁.采用SemiLoof约束条件的三角形厚薄板通用单元[A].胡平,王成国,庄茁.虚拟工程与科学(中国科协青年科学家论坛第59次活动)[C].北京:气象出版社,2001.89—99.
  • 4Long Y Q, Xu Y. Generalized conforming triangular membrane element with rigid rotational freedoms [J]. Finite Elements in Analysis and Design, 1994, 17: 259- 271.
  • 5Fish J, Belytshko T. Stabilized rapidly convergent 18-degree-of-freedom flat shell triangular element [J]. Inter J for Numeri Methods in Eng, 1992, 33:149 - 162.
  • 6Soh A K, Long Z F, Cen S. A new nine DOF triangular element for analysis of thick and thin plates [J].Computational Mechanics, 1999, 24: 408-417.
  • 7Long Z F. Two generalized conforming plate elements based on SemiLoof constrains [J]. Computers & Structures, 1993,47(2): 299- 304.
  • 8ABAQUS/Standard User's Manual, Version 5.8 [M].Pawtucket, Rhode Island, USA: Hibbitt, Karlsson & Sorensen, Inc, 1998.
  • 9Wanji C, Cheung Y K. Refined non-conforming triangular elements for analysis of shell structures [J]. Inter J for Numer Methods in Eng, 1999, 46: 433- 455.
  • 10Parisch H. A critical survey of the 9-node degenerated shell element with special emphasis on thin shell [J]. Computer Methods in Applied Mechanics and Engineering, 1979, 20:323 - 350.

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