EI、Scopus 收录
中文核心期刊

留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

索网天线的参变量变分及非线性有限元方法

谭述君 侯健 吴志刚 杜剑明

谭述君, 侯健, 吴志刚, 杜剑明. 索网天线的参变量变分及非线性有限元方法[J]. 力学学报, 2014, 46(5): 770-775. doi: 10.6052/0459-1879-14-126
引用本文: 谭述君, 侯健, 吴志刚, 杜剑明. 索网天线的参变量变分及非线性有限元方法[J]. 力学学报, 2014, 46(5): 770-775. doi: 10.6052/0459-1879-14-126
Tan Shujun, Hou Jian, Wu Zhigang, Du Jianming. THE PARAMETRIC VARATIONAL PRINCIPLE AND NON-LINEAR FINITE ELEMENT METHOD FOR ANALYSIS OF ASTROMESH ANTENNA STRUCTURES[J]. Chinese Journal of Theoretical and Applied Mechanics, 2014, 46(5): 770-775. doi: 10.6052/0459-1879-14-126
Citation: Tan Shujun, Hou Jian, Wu Zhigang, Du Jianming. THE PARAMETRIC VARATIONAL PRINCIPLE AND NON-LINEAR FINITE ELEMENT METHOD FOR ANALYSIS OF ASTROMESH ANTENNA STRUCTURES[J]. Chinese Journal of Theoretical and Applied Mechanics, 2014, 46(5): 770-775. doi: 10.6052/0459-1879-14-126

索网天线的参变量变分及非线性有限元方法

doi: 10.6052/0459-1879-14-126
基金项目: 国家自然科学基金(11372056,11002032)和高等学校博士点基金(20110041130001)资助项目.
详细信息
    作者简介:

    吴志刚,教授,主要研究方向:飞行器动力学与控制,鲁棒控制与最优控制的理论、算法及应用.E-mail:wuzhg@dlut.edu.cn

  • 中图分类号: O343.5;V414.1

THE PARAMETRIC VARATIONAL PRINCIPLE AND NON-LINEAR FINITE ELEMENT METHOD FOR ANALYSIS OF ASTROMESH ANTENNA STRUCTURES

Funds: The project was supported by the National Natural Science Foundation of China (11372056, 11002032) and the Research Fund for the Doctoral Program of Higher Education (20110041130001).
  • 摘要: 针对大型周边桁架式索网天线由拉索拉压模量不同引起的本构非线性和结构大变形引起的几何非线性问题,给出了基于参变量变分原理的几何非线性有限元方法. 首先针对含预应力索单元拉压模量不同分段描述的本构关系,通过引入参变量,导出了基于参变量及其互补方程的统一描述形式,避免了传统算法需要根据当前变形对索单元张紧/松弛状态的预测,提高了算法收敛性. 然后利用拉格朗日应变描述索网天线结构大变形问题,结合几何非线性有限元法,建立了基于参变量的非线性平衡方程和线性互补方程;并给出了牛顿-拉斐逊迭代法与莱姆算法相结合的求解算法. 数值算例验证了本文提出的算法比传统算法具有更稳定的收敛性和更高的求解精度,特别适合于大型索网天线结构的高精度变形分析和预测.

     

  • 王援朝. 大型可展开空间天线结构的发展. 测绘与通信, 2010, (3): 57-62 (Wang Yuanchao. The development of large deployable space antenna structures. Cehui yu Tongxin, 2010, (3): 57-62 (in Chinese))
    Jin M, Tetsuo Y, Koryo M. Shape control of the tension truss antenna. AIAA Journal, 1990, 28(2): 316-322  
    Koryo M, Yasuyuki M. Concept of the tension truss antenna. AIAA Journal, 1990, 28(6): 1098-1104  
    朱敏波. 星载大型可展开天线热分析技术研究. [博士论文].西安: 西安电子科技大学, 2007 (Zhu Minbo. Research on thermal analysis technology for the large deployable attenna. [PhD Thesis]. Xi'an: Xidian University, 2007 (in Chinese))
    Pugh A. An Introduction to Tensegrity. California: University of California Press, 1976
    Skelton RE, de Oliveira MC. Tensegrity Systems. New York: Springer, 2009
    Argyris JH, Sharps DW. Large deflection analysis of prestressed networks. Journal of the Structural Division, 1972, 98(3): 633-654
    Blandford GE. Large deformation analysis of inelastic space truss structures. Journal of Structural Engineering, 1996, 122: 407-415  
    张其林, 罗晓群, 王恒军等.只受拉单元的修正平衡迭代法.钢结构, 2001, 16(52): 63-64 (Zhang Qilin, Luo Xiaoqun, Wang Hengjun, et al. Modified equilibrium iterative method of tension-only element. Steel Construction, 2001, 16(52): 63-64 (in Chiniese))
    Nabil Ben K, Kebiche K. Nonlinear elastoplastic analysis of tensegrity systems. Engineering Structures, 2000, 23: 1552-1566
    Zhang HW, Zhang L, Gao Q. An efficient computational method for mechanical analysis of bimodular structures based on parametric variational principle. Computers & Structures, 2011, 89: 2352-2360  
    Zhang HW, Zhang L, Gao Q. Numerical method for dynamic analysis of 2-D bimodular structures. AIAA Journal, 2012, 50: 1933-1942  
    Zhang L, Gao Q, Zhang HW. An efficient algorithm for mechanical analysis of bimodular truss and tensegrity structures. International Journal of Mechanical Sciences, 2013, 70: 57-68  
    Nineb S, Alart P, Dureisseix D. Domain decomposition approach for non-smooth discrete problems, example of a tensegrity structure. Computers & Structures, 2007, 85: 499-511  
    Oliveto ND, Sivaselvan MV. Dynamic analysis of tensegrity structures using a complementarity framework. Computers & Structures, 2011, 89: 2471-2483  
    武建华, 苏文章. 四节点索单元的悬索结构非线性有限元分析. 重庆建筑大学学报, 2005, 27(6): 55-58 (Wu Jianhua, Su Wenzhang. The nonlinear finite element analysis of cable structures based on four-node isoparametric curved element. Journal of Chongqing Jianzhu University, 2005, 27(6): 55-58 (in Chinese))
  • 加载中
计量
  • 文章访问数:  984
  • HTML全文浏览量:  64
  • PDF下载量:  854
  • 被引次数: 0
出版历程
  • 收稿日期:  2014-05-07
  • 修回日期:  2014-08-11
  • 刊出日期:  2014-09-18

目录

    /

    返回文章
    返回