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Nonlocal Coupled Damage-Plasticity Model Incorporating Functional Forms of Hardening State Variables

机译:结合硬化状态变量功能形式的非局部耦合损伤-塑性模型

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摘要

The thermodynamically consistent formulation and the subsequent numerical implementation of a gradient-enhanced, continuum-coupled damage-plasticity model as a constitutive framework to model ill-posed localization problems is presented. The formulation of the elastoplastic-damage behavior of materials is introduced here within a framework that uses functional forms of hardening internal state variables in both damage and plasticity. Various exponential and power law functional forms are studied in this formulation. Gradients of hardening terms are found directly by operating on the respective hardening terms, and numerical methods are used to compute these gradients. The gradient-enhanced measure used in this work is justified by an approximation to nonlocal theory; however, through the expansion of various gradient terms in this nonlinear hardening plasticity model, gradients of both odd and even orders are introduced into the constitutive model. A multifield method is used such that the displacement field is interpolated using standard continuous elements, and higher-order elements (cubic Hermitian) are used for the plastic multiplier and for the damage multiplier to enforce continuity of the second-order gradients. The effectiveness of the model is evaluated by studying the mesh-dependence issue in localization problems through numerical examples.
机译:提出了热力学上一致的公式,以及随后的数值增强的梯度增强,连续耦合的损伤塑性模型作为构成框架的模型,用于模型不适定的局部化问题。在此框架内介绍了材料的弹塑性-破坏行为的公式化,该框架使用了在损坏和可塑性方面强化内部状态变量的功能形式。在此公式中研究了各种指数和幂律函数形式。可以通过对相应的硬化项进行操作来直接找到硬化项的梯度,并使用数值方法来计算这些梯度。这项工作中使用的梯度增强测度是通过近似非局部理论来证明的。但是,通过在此非线性硬化塑性模型中扩展各种梯度项,将奇数和偶数阶的梯度引入了本构模型。使用多场方法,以便使用标准连续元素对位移场进行插值,并且将高阶元素(立方埃尔米特数)用于塑性乘数和损伤乘数,以强制执行第二阶梯度的连续性。通过数值实例研究局部问题中的网格相关性问题,评估了模型的有效性。

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