期刊文献+

Reissner-Mindlin板的一种新的稳定有限元法 被引量:2

A New Stabilized Finite Element Method for the Reissner-Mindlin Plate
下载PDF
导出
摘要 对于Reissner-Mindlin板,提出了一个绝对稳定的有限方法,此算法可以看作是M.Lyly稳定化方法的改进。改进后算法放松了对稳定化参数α的限制对任意的稳定化参数α>0都无条件稳定。数值实验表明,对于相同的α,本算法比Lyly中算法的收敛速度快,对稍大的α,优势更为明显。 As a altered form of the stabilized method of M. Lyly, a new absolute stabilized finite element method is presented for the Reissner-Mindlin plate model. It is robust for all positive stabilized parameter α, while α has to satisfy some conditions for the method of Lyly to ensure the method' s validity. Furthermore, numerical experiments verify that, for the same α the altered form performs better than it does in Lyly' s method, and for the larger α the advantage is more obvious.
出处 《四川大学学报(工程科学版)》 EI CAS CSCD 北大核心 2007年第5期38-43,共6页 Journal of Sichuan University (Engineering Science Edition)
基金 四川省科技攻关课题资助项目(05GG006-006-2)
关键词 REISSNER-MINDLIN板 locking现象 稳定化方法 the Reissner-Mindlin plate locking phenomenon stabilized finite element method
  • 相关文献

参考文献1

共引文献6

同被引文献19

  • 1曲庆璋,章权,曲蕾,梁兴复.矩形悬臂厚板弯曲问题的精确解[J].青岛建筑工程学院学报,1993,14(4):1-10. 被引量:1
  • 2鲍四元,邓子辰.Mindlin中厚板的辛求解方法[J].固体力学学报,2005,26(1):102-106. 被引量:11
  • 3曲庆璋,梁兴复.相邻边自由另两边任意支承矩形厚板的精确解[J].青岛建筑工程学院学报,1995,16(2):1-8. 被引量:1
  • 4Wang C M, Lim G T, Lee K H. Relationships Between Kirchhoff and Mindlin Bending Solutions for Levy Plates[J]. Journal of Applied Mechanics:ASME, 1999,66(2) :541-545.
  • 5Wang C M, Lim O T, Reddy J N, et al. Relationships Between Bending Solutions of Reissner and Mindlin Plate Theories[J]. Engineering Structures, 2001,23 (7) : 838-849.
  • 6Bhaskar K. Simple and Exact Series Solutions for Flexure of Orthotropic Rectangular Plates with Any Combination of Clamped and Simply Supported Edges[J]. Composite Structures, 2004 (63) :63-68.
  • 7Khalili M R. A New Approach to Static and Dynamic Analysis of Composite Plates with Different Boundary Conditions[J]. Composite Structures,2005(69) :149-155.
  • 8WEN P H, ALIABADI M H, YOUNG A. Large deflection analysis of Reissner plate by boundary element method [J]. Computers and Structures, 2005, 83(11) :870-879.
  • 9CIVALEK O. Application of differential quadrature (DQ) and harmonic differential quadrature (HDQ) for buckling analysis of thin isotropic plates and elastic columns [J]. Engineering Structures, 2004, 2,6(2) :171-186.
  • 10WANG C M, LIM G T, LEE K H. Relationships between Kirehhoff and Mindlin bending solutions for levy plates [J]. Journal of Applied Mechanics, ASME, 1999, 66(2) :541-545.

引证文献2

二级引证文献3

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部