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Ellipticity loss analysis for tangent moduli deduced from a large strain elastic–plastic self-consistent model

机译:从大应变弹塑性自洽模型推导的切线模量的椭圆度损失分析

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摘要

In order to investigate the impact of microstructures and deformation mechanisms on the ductility of materials, the criterion first proposed by Rice is applied to elastic–plastic tangent moduli derived from a large strain micromechanical model combined with a self-consistent scale-transition technique. This approach takes into account several microstructural aspects for polycrystalline aggregates: initial and induced textures, dislocation densities as well as softening mechanisms such that the behavior during complex loading paths can be accurately described.In order to significantly reduce the computing time, a new method drawn from viscoplastic formulations is introduced so that the slip system activity can be efficiently determined. The different aspects of the single crystal hardening (self and latent hardening, dislocation storage and annihilation, mean free path, etc.) are taken into account both by the introduction of dislocation densities per slip system as internal variables and the corresponding evolution equations. Comparisons are made with experimental results for single and dual-phase steels involving linear and complex loading paths. Rice’s criterion is then coupled and applied to this constitutive model in order to determine the ellipticity loss of the polycrystalline tangent modulus. This criterion, which does not need any additional “fitting” parameter, is used to build Ellipticity Limit Diagrams (ELDs).
机译:为了研究微观结构和变形机制对材料延展性的影响,Rice首次提出的标准适用于从大应变微力学模型结合自洽尺度转换技术得出的弹塑性切线模量。这种方法考虑了多晶聚集体的几个微观结构方面:初始和诱导结构,位错密度以及软化机制,以便可以准确地描述复杂加载路径中的行为。为了显着减少计算时间,一种新方法被绘制出来。引入由粘塑性制剂制成的混合物,从而可以有效地确定滑动系统的活性。通过引入每个滑移系统的位错密度作为内部变量以及相应的演化方程,可以考虑到单晶硬化的不同方面(自身和潜在的硬化,位错存储和an灭,平均自由程等)。对涉及线性和复杂载荷路径的单相和双相钢的实验结果进行了比较。然后,将Rice的准则耦合并应用于此本构模型,以确定多晶切线模量的椭圆度损失。该标准不需要任何额外的“拟合”参数,可用于构建椭圆度极限图(ELD)。

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