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降落伞膜索非线性有限元模拟 被引量:2

Nonlinear finite element simulation on membrane-cable system of parachute
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摘要 用膜单元和索单元模拟降落伞织物绳索系统,基于完全拉格朗日格式的非线性有限元方法编程计算降落伞的结构动力学特性。采用增量与迭代混合方法改善非线性计算的收敛特性并结合HHT隐式时间推进方法减小整体迭代计算量。使用修正应力应变张量导数的方法模拟膜单元单向应力状态并针对膜单元和索单元分别进行了非线性有限元计算验证。最后针对C-9型降落伞建立三维有限元模型,根据设定流速对伞衣施加均匀压强载荷,将模拟展开的结果与使用相同模型、不同方法商业软件的文献进行对比,显示了隐式非线性有限元方法模拟降落伞膜索系统大变形动力学的能力。 A membrane-cable tension structure is presented in this paper to represent the three dimen-sional parachute system and simulate the parachute opening process.The combined incremental/iterative method based on the total Lagrangian scheme is adopted here to develop a nonlinear finite element analy-sis code.The fully implicit HHT method is applied to integrate nonlinear dynamic equations and improve the convergence speed.Membrane wrinkling phenomena are also accounted for by modifying the geomet-rical deformation tensor.The nonlinear finite element algorithms for membrane and cable are tested re-spectively and compared with former literature.Finally,the opening dynamic behavior of a C-9 parachute structural model is simulated by prescribing the constant pressure loading according to the air speed.The final results show agreement with the solutions provided by commercial software in former literature which used different methods.This example demonstrates the ability of this to simulate parachute large deformation problem.
作者 樊玉新 夏健
出处 《计算力学学报》 CAS CSCD 北大核心 2014年第6期793-798,共6页 Chinese Journal of Computational Mechanics
关键词 膜单元 索单元 非线性有限元 褶皱 降落伞 membrane element cable element nonlinear finite element wrinkling parachute
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  • 1李晓勇,曹义华,蒋崇文,王健.降落伞稳定下降阶段流场的数值模拟[J].航天返回与遥感,2004,25(2):5-9. 被引量:11
  • 2彭勇,程文科,宋旭民,张青斌.降落伞充气过程研究方法综述[J].中国空间科学技术,2004,24(3):38-44. 被引量:17
  • 3李国强,刘玉姝.一种考虑初始缺陷影响的非线性梁单元[J].计算力学学报,2005,22(1):69-72. 被引量:20
  • 4Narayanan G, Krishnamoorthy C S. An investigation of geometric non-linear formulation for 3D beam ele- ment[J]. Int J Non-linear Mechanics, 1990,25 (6) : 643-662.
  • 5CECSl58-2004膜结构技术规程[S].Shanghai,2004.
  • 6Brian Forster, Marijke Mollaert. Europen Design Guide for Tensile Surface Structures [M]. Transla- ted by YANG Qing-shan and JIANG Yi-nan, Beijing: China Machine Press,2007.
  • 7Lazzari M,et al. Nonlinear F E. Analysis of Montreal Olympic stadium roof under natural loading condi- tions[J]. Engineering Structures, 2008.
  • 8K Lu, Leonard J.W. Pseudo - flexural elements for parachute simulation. Computers & Structure, 78(2000) ,257 - 267.
  • 9Scheubel F.N. Notes on Opening Shock of a Parachute Progress Report No. IRE- 65,April 1946.
  • 10J. R. A. S Vol.53,1949, pp1053 - 1062.

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