膜结构褶皱有限元分析

  • 张颖 ,
  • 方有亮 ,
  • 李会云 ,
  • 阎红霞
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  • 河北大学建筑工程学院,河北,保定,071002

网络出版日期: 2010-03-25

基金资助

河北大学博士基金,校内重点基金,河北大学校科研和教改项目

Finite Element Analysis of Wrinkling Membrane Structures

  • ZHANG Ying ,
  • FANG You-liang ,
  • LI Hui-yun ,
  • YAN Hong-xia
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Online published: 2010-03-25

摘要

借助Fortran程序语言,对膜单元采用三节点九自由度的空间三角形单元,考虑初始预应力形成切线刚度矩阵,对膜结构进行几何非线性分析.依据张力场理论,针对膜材不抗压的特点,改进褶皱区域单元的本构关系矩阵,修改单元刚度矩阵,给出单元出现褶皱情况.验算平面矩形膜弯曲模型,说明了程序的可靠性.

本文引用格式

张颖 , 方有亮 , 李会云 , 阎红霞 . 膜结构褶皱有限元分析[J]. 河北大学学报(自然科学版), 2010 , 30(2) : 128 -132 . DOI: 10.3969/j.issn.1000-1565.2010.02.005

Abstract

The program is completed by FORTRAN, the geometrically nonlinear analysis of membrane structures is performed by using the spacial triangle membrane element with three node and nine freedom,and the pre-stress is considered with tangent stiffness matrix. The membrane can not resist compression stress, the constitutive matrix is modified considering tension theory to modify the stiffness matrix, and the wrinkling zone is obtained. The solution of the prestressed membrane in pure bending is well compared with the theory solution. Examples indicate the reliability of the program.

参考文献

[1] 戴云景. 集索-膜-杆于一体可折叠结构的有限元分析 [D]. 北京交通大学 2006.
[2] 张颖. 膜结构褶皱的有限元分析 [D]. 河北大学 2007.
[3] STEIN M, HEDGEPETH J M. Analysis of partly wrinkled membranes [R]. Washington D C:NASA Tech Notes 1961.
[4] WONG Y W. Analysis of wrinkled patterns in prestressed membrane structures [D]. 剑桥:剑桥大学 2000.
[5] WONG Y W, PELLEGRINO S. Wrinkled membranes Ⅰ:experiments [J]. J of Mechanics of Materials and Structures 2006.
[6] WONG Y W, PELLEGRINO S. Wrinkled membranes Ⅱ:analytical models [J]. J of Mechanics of Materials and Structures 2006.
[7] WONG Y W, PELLEGRINO S. Wrinkled membranes Ⅲ:numerical simulations [J]. J of Mechanics of Materials and Structures 2006.
[8] MIYAMURA TOMOSHI. Wrinkling of stretched circular membrane under in-plane torsion:Bifurcation analysis and experiments [J]. Engineering Structures 2000, 23.
[9] 杨庆山, 姜忆南. 张拉索-膜结构分析与设计 [M]. 北京:科学出版社 2004.
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