首页 | 本学科首页   官方微博 | 高级检索  
     检索      

带旋转自由度C^0类任意四边形板(壳)单元
引用本文:朱菊芬,郑罡.带旋转自由度C^0类任意四边形板(壳)单元[J].计算力学学报,2000,17(3):287-292300.
作者姓名:朱菊芬  郑罡
作者单位:大连理工大学,工程力学研究所,大连,116023
基金项目:国家自然科学基金资助项目!( 597790 1 77)
摘    要:基于Reissner-Mindilin板弯曲理论和Von-Karman大挠度理论,采用单元域内和边界位移插值一致性的概念,将四节点等参弯曲单元与Allman膜变形二次插值模式相结合,对层合板壳的大挠度分析提供了一种实用的带旋转自由度的四节点C^0类板单元。大量算例表明:该单元对板壳结构的线性强度、稳定性和后屈曲分析都表现出良好的收敛性和足够的工程精度。

关 键 词:板\壳  有限元  旋转自由度  大挠度  复合材料

A new 4-node C~0 quadrilateral plate/shell element with drilling degree of freedom
Zhu Ju\|fen,ZHENG Gang.A new 4-node C~0 quadrilateral plate/shell element with drilling degree of freedom[J].Chinese Journal of Computational Mechanics,2000,17(3):287-292300.
Authors:Zhu Ju\|fen  ZHENG Gang
Abstract:HT5SS]A new four node C 0 quadrilateral element is based on the Reissner\|Mindlin moderately thick plate theory and von Karman moderately large deflection assumptions is presented to analyse large deflection problems of composite plate/shell structures. Shear locking is overcome by using an independent interpolation function for transverse shear strains which is consistent within element domain and at element boundaries. The present element has a drilling normal rotation. The drilling degree of freedom contributes only to the membrane displacement components interpolated by a two\|order interpolation function which is for overcoming the singular behaviour when the finite element equations are assembled at points where elements are co\|planar in local coordinates. The numerical examples have demonstrated that the present element has good performance for linear bending, nonlinear bending, buckling and postbuckling analyses of various laminated plate and shell structures.
Keywords:plate and shell  finite element method  drilling degree of freedom  shear locking  large deflection
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《计算力学学报》浏览原始摘要信息
点击此处可从《计算力学学报》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号