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TiC颗粒增强钛基复合材料宏细观力学性能分析 被引量:3

Macro and Micro Mechanical Properties of TiC Particle Reinforced Titanium Matrix Composites
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摘要 结合均匀化理论与不动点迭代法,提出了均匀化方法用于解决周期性多尺度问题的有限元框架,建立了具有典型微观结构的TiC颗粒增强钛基复合材料的单胞有限元模型.从宏观尺度出发采用不动点迭代方法给出了微观尺度下单胞有限元的位移边界条件,对其拉伸力学性能进行了数值模拟研究.给出了TiC颗粒增强钛基复合材料在拉伸载荷作用下的宏观等效力学性能,并与实验结果进行对比,验证了该方法的有效性和可靠性. Finite element (FE) framework for solving the periodic multi-scale problems is presented by using homogenization theory and fixed point iteration method. FE unit cell models of TiC particle reinforced titanium matrix composites with typical micro-structure were established. Displacement boundary conditions for FE cell models were obtained from macro- scale by adopting the fixed point iteration method. Numerical simulations were performed to study the tensile behaviors of the TiC particle reinforced titanium matrix composites and the macro-effective mechanical properties were given. A good agreement is achieved between the experimental results and the numerical predictions, revealing the reliability and effectiveness of the presented techniques.
出处 《北京理工大学学报》 EI CAS CSCD 北大核心 2011年第6期634-637,共4页 Transactions of Beijing Institute of Technology
基金 国家自然科学基金资助项目(91016013 10772024) 国家重点基础研究发展规划项目(2010CB832706)
关键词 钛基复合材料 均匀化方法 力学性能 拉伸 数值模拟 titanium matrix composites homogenization method mechanical properties tensile numerical simulation
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  • 1Mori T, Tanaka K. Average stress in matrix and average elastic energy of materials with rnisfitting inclusions[J]. Acta Metall Mater, 1973,21:571-574.
  • 2Christensen R M, Lo K H. Solutions for effective shear properties in three phase sphere and cylinder models [J]. J Mech Phys Solids, 1979,27:315 330.
  • 3Carter E A. Challenges in modeling materials properties without experimental input [J]. Science, 2008, 321: 800 803.
  • 4Guo Z, Yang W. MPM/MD handshaking method for multiscale simulation and its application to high energycluster impacts[J]. International Journal of Mechanical Sciences, 2006,48:145 159.
  • 5Xiao S P, Belytschko T. A bridging domain method for coupling continua with molecular dynamics [J]. Computer Methods Applied Mechanics and Engineering, 2004,193: 1645 - 1669.
  • 6Feyel F. A muhilevel finite element method (FE2) to describe the response of highly non linear structures using generalized continua[J]. Computer MethodsApplied Mechanics and Engineering, 2003, 192: 3233 -3244.
  • 7Liu B, Huang Y, Jiang H, et al. The atomic scale finite element method [J]. Computer Methods Applied Mechanics and Engineering, 2004,193:1849 1864.
  • 8Sanchez P E. Comportement local et macroscopique d'un type de milieux physiques et heterogene [J]. Inter- national Journal of Engineering Science, 1974, 12: 331 - 351.
  • 9Song W D, Ren H I., Wang J, ct al. Tensile properties o{ particulate-reinforced metal matrix composites using the homogenization method[J]. International Journal of Nonlinear Sciences and Numerical Simulation, 2009, 10(8) ,1029 - 1039.
  • 10Ohno N, Wu X, Matsuda T. Homogenized properties oi-elastic-viscoplastic composites with periodic internal structures [J]. International Journal of Mechanical Sciences, 2000,42(8) : 1519 - 1536.

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