多晶镍合金中圆柱形夹杂物的有限元分析

IF 1 Q4 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS
E. Bonifaz, A. Alban, A. Czekanski
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引用次数: 1

摘要

受纳米管的启发,建立了一个三维有限元模型来模拟圆柱形夹杂物对镍合金多晶力学行为的影响。在所谓的Kocks-Mecking框架中构建的基于位错的应变硬化模型被用作单个大块晶粒本构建模的主要策略。为了确定夹杂物分布、施加载荷的方向和基体相的尺寸对非弹性应力-应变分布的影响,通过MatLab程序将数字微观结构代码DREAM.3D与ABAQUS有限元代码[公式:见正文]耦合。测试了四个具有两种不同边缘尺寸和两种不同夹杂物分布的可负担计算代表性体积单元(RVE)网格,以研究微观和宏观变形与应力变量之间的关系。虚拟试件在连续单调应变加载条件下,受到随机周期边界条件的约束。通过引入单晶平均泰勒因子、单晶杨氏模量、单相弹性模量和几何必要位错密度的演变,解释了在应变过程中演变的结晶取向的差异以及相邻晶粒之间变形的不相容性。可以清楚地观察到单晶杨氏模量、夹杂物分布和施加载荷的方向对骨料局部响应的影响。结果表明,流动应力和塑性应变强烈依赖于相类型、杨氏模量值和施加载荷的方向,但略依赖于基体晶粒尺寸。单个夹杂物的应力-应变曲线延伸和弹性极限的变化取决于夹杂物基体的杨氏模量差和施加的载荷方向。当单晶夹杂物的杨氏模量接近基质主相的杨氏模量时,曲线延伸的差异和弹性极限的差异减小,而当施加的载荷垂直于夹杂物纵轴时,流动阻力增加。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Finite Element Analysis of Cylindrical Inclusions in Polycrystalline Nickel Alloys
Inspired by nanotubes, a 3D finite element model was developed to simulate the influence of cylindrical inclusions on the polycrystalline mechanical behavior of Nickel alloys. A dislocation based strain hardening model, constructed in the so-called Kocks–Mecking framework, is used as the main strategy for the constitutive modeling of individual bulk grains. To determine the influence of the inclusions distribution, the direction of applied load and the size of the matrix phase on the inelastic stress–strain distribution, the digital microstructure code DREAM.3D was coupled to ABAQUS[Formula: see text] finite element code through a MatLab[Formula: see text] program. Four affordable computational representative volume elements (RVEs) meshes of two different edge sizes and two different inclusion distributions were tested to investigate the relation between micro and macro deformation and stress variables. The virtual specimens, subjected to continuous monotonic strain loading conditions, were constrained with random periodic boundary conditions. The difference in crystallographic orientation, which evolves in the process of straining, and the incompatibility of deformation between neighboring grains were accounted for by the introduction of single crystal averaged Taylor factors, single crystal Young’s modulus, single phase elastic modulus and the evolution of geometrically necessary dislocation density. The effects of single crystal Young’s modulus, inclusion distribution and direction of the applied load upon the aggregate local response are clearly observed. Results demonstrate a strong dependence of flow stress and plastic strain on phase type, Young’s modulus values and direction of the applied load, but slightly on matrix grain size. The stress–strain curve extension and the variation in the elastic limit of the individual inclusions depend on the inclusion-matrix Young’s modulus difference and applied load direction. The difference in curve extension and the difference in elastic limit decrease as the Young’s modulus of the single crystal inclusion approach the Young’s modulus of the matrix majoritary phase, while the resistance to flow increases when the applied load is perpendicular to the inclusion longitudinal axis.
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来源期刊
Journal of Multiscale Modelling
Journal of Multiscale Modelling MATHEMATICS, INTERDISCIPLINARY APPLICATIONS-
CiteScore
2.70
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9
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