期刊文献+

基于VUMAT的固体推进剂材料本构模型二次开发

DEVELOPING OF A CONSTITUTIVE MODEL FOR SOLID PROPELLANT BASED ON VUMAT
下载PDF
导出
摘要 目前通用的大型商业软件都仅提供线性黏弹性本构模型,无法胜任固体推进剂材料的大变形分析。基于Abaqus提供的用户材料子程序接口VUMAT(vectorized user defined material subroutine),选用适应性强的Swanson非线性黏弹性本构模型进行二次开发。本构模型采用Fortran语言编写,可在Abaqus增量求解过程中作为子程序调用。通过标准犬骨单轴拉伸算例,验证子程序的有效性。所开发子程序考虑几何和材料双重非线性,能应用于大型固体火箭发动机药柱结构完整性分析,弥补Abaqus仅含线性黏弹性本构模型的不足。详述材料子程序开发流程,可为用户扩充Abaqus的材料模型提供参考。 The linear viscoelastic constitutive model, which in most popular FEM (finite element method) software, is unsuitable for solid propellant with large deformation. Based on the subroutine VUMAT (vectorized user defined material subroutine) , a nonlinear viscoelastic constitutive model developed by Swanson was implemented into Abaqus. The constitutive model was coded using Fortran, and can be called as a subroutine. The validify of the subroutine had been proven through the standard uniaxial tensile model. The subroutine can be used for the analysis of large solid rocket motor. The shortage of Abaqus which only has linear viscoelastic constitutive model is remedied. Some useful technology, including the detail process of implementing a material constitutive model, was presented. It can be referred for extending the material constitutive model in Abaqus.
作者 易龙 彭云
出处 《机械强度》 CAS CSCD 北大核心 2013年第3期391-394,共4页 Journal of Mechanical Strength
关键词 黏弹性 本构模型 用户子程序 固体推进剂 Viscoelastic Constitutive model User-defined subroutine Solid propellant
  • 相关文献

参考文献9

  • 1Herrmann L R, Peterson F E. A numerical procedure forviscoelastic stress analysis [ C ] // Proceedings of 7 th Meeting ofICRPG Mechanical Behavior Working Group. Oxford, UnitedKingdom : Chemical Propulsion Information Agency Publication,1968: 313-328.
  • 2Schapery R A. On constitutive equations for viscoelastic compositematerials with damage [ C ] // Proceedings of the NSF Workshop ona Continuum Mechanics Approach to Damage and Life Prediction.Birmingham, England ; Engineering Materials Advisory ServicesLtd, 1980: 63-87.
  • 3Jones I W, Pierre E L. A linear thermoviscoelastic material modelfor solid rocket motor structural analysis [ J ]. Computers andStructures, 1985 , 21(1); 235-243.
  • 4Yadagiri S, Reddy C P. Viscoelastic analysis of nearlyincompressible solids [J]. Computers and Structures, 1985,20(5): 817-825.
  • 5沈亚鹏.基于UL法的三维粘性大变形问题的有限元分析.计算结构力学及其应用,1987,4(2):43-52.
  • 6Swanson S R , Christensen L W. A constitutive formulation for high-elongation propellants [J]. Journal of Spacecraft, 1983 , 20(6):559-566.
  • 7陈建康,黄筑平.单向应力条件下松弛时间率相关的非线性粘弹性本构模型[J].髙分子学报,2003,3: 414-419.
  • 8范庆来,栾茂田,杨庆.修正剑桥模型的隐式积分算法在ABAQUS中的数值实施[J].岩土力学,2008,29(1):269-273. 被引量:38
  • 9Finne S,Futsaether C, Botnan J. Three-dimensional analysis ofsolid propellent grains using nonlinear viscoelastic model [ C ] //AIAA /SAE /ASME /ASEE 26th Joint Propulsion Conference.Oslo, Norway: Chemical Propulsion Information AgencyPublication, 1990: 567-583.

二级参考文献14

  • 1SIVAKUMAR V, DORAN I G, GRAHAM J, et al. The effect of anisotropic elasticity on the yielding characteristics of overconsolidated natural clay[J]. Canadian Geotechnical Journal, 2001, 38: 125-137
  • 2HSIEH H S, KAVAZANJIAN E, BORJA R I. Doubleyield-surface Cam-clay plasticity model. Ⅰ: theory[J] Journal of Geotechnical Engineering, American Society of Civil Engineering, 1990, 116(9): 1 381-1 401
  • 3CARTER J P, BOOKER J R, WROTH C E A critical state soil model for cyclic loading[C]//Pande G N Zienkiewicz O C (eds). Soil Mechanics-Transient and Cyclic Loads. London: John Wiley and Son, 1982:219 -252.
  • 4LIU M D, CARTER J E A structured Cam clay model[J]. Canadian Geotechnical Journal, 2002, 39(6): 1 313- 1 332.
  • 5GENS A, POTTS D M. Critical state models in computational geomechanics[J]. Engineering Computation, 1988, 5: 178-197.
  • 6ABBO A J, SLOAN S W. An automatic load stepping algorithm with error control[J]. International Journal for Numerical Methods in Engineering, 1996, 39:1 737 -1 759.
  • 7SLOAN S W, ABBO A J. Biot consolidation analysis with automatic time stepping and error control. Part 1 Theory[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1999, 23:467- 492.
  • 8ORTIZ M, POPOV E E Accuracy and stability of integration algorithms for elastoplastic constitutive relations[J]. International Journal for Numerical Methods in Engineering, 1985, 21:1 561 - 1 576
  • 9SIMO J C, TAYLOR R L. Consistent tangent operator for rate-independent elastoplasticity[J]. Computers Methods in Applied Mechanics and Engineering, 1985, 48:101 -118.
  • 10BORJA R I, LEE S R. Cam-clay plasticity, part 1 : implicit integration of elasto-plastic constitutive relations[J] Computers Methods in Applied Mechanics and Engineering, 1990, 78:49-72

共引文献37

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