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厚板低阶广义协调矩形元 被引量:2

A new generalized conforming rectangular element for thick plates
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摘要 采用常内力状态下的广义协调条件,将剪切变量用结点挠度和转角表示,导出一个具有12个自由度的厚板、薄板都通用的矩形弯曲单元。此单元的自由度少,精度高,能通过分片检验,不出现剪切闭锁现象,具有位移型单元简便实用的优点。 The method proposed by authors for the formulation of generalized conforming elements is modified in this paper. The generalized compatibility condition under constant stress is introduced and a new generalized conforming rectangular element for thick and thin plates with 12 degrees of freedom is developed. In the formulation, shear deformation is introduced without increasing the number of degrees of freedom. The present element is free from locking effect in the limit case of thin plate and can be applied to both thick and thin plate bending problems. By satisfying the generalized compatibility conditions under constant stress, the patch test can always be satisfied and convergence toward an exact solution is guaranteed. Numerical examples show that the present method gives results with high accuracy. Being a displacementbased method, this new method can be derived and implemented in a routine manner.
机构地区 土木工程系
出处 《清华大学学报(自然科学版)》 EI CAS CSCD 北大核心 1993年第2期7-16,共10页 Journal of Tsinghua University(Science and Technology)
关键词 有限元 厚板 矩形元 广义协调元 finite element thick plate rectangular element generalized conforming element
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参考文献2

  • 1龙驭球,工程力学,1988年,5卷,1期,1页
  • 2龙驭球,土木工程学报,1987年,20卷,1期,1页

同被引文献25

  • 1杨小兰,刘极峰,陈旋.基于ANSYS的有限元法网格划分浅析[J].煤矿机械,2005,26(1):38-39. 被引量:35
  • 2王寿梅,刘智勇.剪切锁闭的本质及解除方法[J].航空学报,1989,10(1). 被引量:3
  • 3孙建东,张伟星.无单元法在平板弯曲问题中的应用[J].青岛理工大学学报,2005,26(6):134-139. 被引量:10
  • 4龙志飞 须寅 等.两个厚板广义协调矩形元[J].工程力学(增刊),1995,:227-232.
  • 5周宏宇.一种厚薄板通用的广义协调矩形单元[M].西安,2001..
  • 6龙驭球.辛克贵广义协调元[J].土木工程学报,1987,20(1):1-14.
  • 7LONG Yu- qiu, XIE Fei. A universal method for including shear deformation in the thin plate elements[J]. International Numerical Mathematics of Engeering, 1992,34 : 171 - 177.
  • 8Katili I. A new discrete Kirchhoff-Mindlin element based on Mindlin-Reissner plate theory and assumed shear strain fields. Part 2: An extended DKQ element for thick - plate bending analysis[J ]. Intemational Numerical Mathematics of Engeering, 1993,36 : 1885 - 1908.
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