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Stress integration-based on finite difference method and its application for anisotropic plasticity and distortional hardening under associated and non-associated flow rules

机译:基于有限差分法的应力积分及其在关联和非关联流规则下的各向异性可塑性和应变硬化的应用

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摘要

Stress integration algorithm based on finite difference method (FDM) was proposed to effectively deal with both first and second derivatives of yield and potential functions which are the lengthiest component in stress integration procedure. With the proposed numerical algorithm, both first and second derivatives of yield function are approximated by central difference method, so that finite element modeling using advanced constitutive model could be easily performed no matter how complicated its derivatives are. For the verification purpose, the algorithm was applied for advanced constitutive models: Plastic anisotropy model under associated (AFR) and non-associated flow rule (non-AFR), the homogeneous anisotropic hardening (HAH) model under associated (AFR) and non-associated flow rule (non-AFR). The proposed algorithm was verified with single element loading-unloading and cup-drawing simulations. The Euler backward method based on both the proposed numerical algorithm and analytical derivatives were employed for verification purpose. The accuracy and time efficiency of the proposed numerical algorithm were evaluated by comparing the simulation results from analytical derivatives. In addition, the applicability of the proposed numerical algorithm for the HAH models was estimated with single element loading-unloading, loading-reloading, and deep-drawing/springback simulations. Non-associated flow plasticity for the HAH model is newly proposed to improve numerical efficiency with finite difference method by keeping the same level of accuracy as associated flow rule plasticity. All the simulation results proved that the proposed numerical algorithm can be widely used for the implementation of advanced constitutive models. (C) 2018 Elsevier B.V. All rights reserved.
机译:提出了一种基于有限差分法(FDM)的应力积分算法,以有效处理屈服和势函数的一阶和二阶导数,这是应力积分过程中最长的部分。利用所提出的数值算法,通过中心差分法对屈服函数的一阶和二阶导数都进行了近似,因此,无论其导数多么复杂,都可以轻松地执行使用高级本构模型的有限元建模。出于验证目的,将该算法应用于高级本构模型:关联(AFR)和非关联流规则下的塑性各向异性模型(non-AFR),关联(AFR)和非关联下均质各向异性硬化(HAH)模型相关流规则(非AFR)。所提出的算法已通过单元素装卸和拔杯仿真得到了验证。基于提出的数值算法和解析导数的Euler向后方法被用于验证。通过比较解析导数的仿真结果,评估了所提出数值算法的准确性和时间效率。另外,通过单元素加载-卸载,加载-重新加载以及深冲/回弹模拟来评估所提出的数值算法在HAH模型中的适用性。提出了HAH模型的非关联流动可塑性,以通过保持与关联流动规则可塑性相同的精度水平,通过有限差分法提高数值效率。所有的仿真结果证明,所提出的数值算法可以广泛地应用于高级本构模型的实现。 (C)2018 Elsevier B.V.保留所有权利。

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