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Numerical integration algorithm of updated homogeneous anisotropic hardening model through finite element framework

机译:通过有限元框架更新均匀各向异性硬化模型的数值积分算法

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In this work, an updated version of the homogeneous anisotropic hardening (HAH20) model proposed by Barlat et al. (2020) is implemented into a finite element framework through a stress integration algorithm. To improve the convergence of this model inside the integration algorithm, the algorithmic step sizes of the solution variable increments are controlled by the line-search method. The HAH20 implementation is validated by comparing the simulation results obtained from the finite element analysis with those calculated by stand-alone HAH20 code. In addition, the simulation results of tests, including strain path changes such as tension-compression and cross-loading, are compared with experimental measurements, and the effectiveness of the step size control in the current HAH20 model is investigated. The performance of the implemented algorithm is analyzed through convergence maps for critical strain path change simulations. (C) 2020 Elsevier B.V. All rights reserved.
机译:在这项工作中,通过Barlat等人提出的均匀各向异性硬化(HAH20)模型的更新版本。 (2020)通过应力集成算法实现成有限元框架。为了提高集成算法内的该模型的收敛,解决方案变量增量的算法步长尺寸由线路搜索方法控制。通过比较从有限元分析获得的模拟结果与由独立HAH20代码计算的那些进行比较来验证HAH20实现。此外,测试试验的仿真结果,包括应变路径变化,例如张力 - 压缩和交叉加载,并研究了当前HAH20模型中的阶梯尺寸控制的有效性。通过用于关键应变路径变化模拟的收敛映射分析了实现算法的性能。 (c)2020 Elsevier B.v.保留所有权利。

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