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Non-uniform Hardening Constitutive Model for Compressible Orthotropic Materials with Application to Sandwich Plate Cores

机译:正交各向异性可压缩材料非均匀硬化本构模型在夹芯板中的应用

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摘要

A constitutive model for the elastic-plastic behavior of plastically compressible orthotropic materials is proposed based on an ellipsoidal yield surface with evolving ellipticity to accommodate non-uniform hardening or softening associated with stressing in different directions. The model incorporates rate-dependence arising from material rate-dependence and micro-inertial effects. The basic inputs are the stress-strain responses under the six fundamental stress histories in the orthotropic axes. Special limits of the model include classical isotropic hardening theory, the Hill model for incompressible orthotropic solids, and the Deshpande-Fleck model for highly porous isotropic foam metals. A primary motivation is application to metal core structure in sandwich plates wherein the core is modeled by a continuum constitutive model. The constitutive model is implemented within a finite element framework to represent the behavior of square honeycomb metal cores of sandwich plates subject to quasi-static and dynamic loads. Input identification is illustrated for numerical formulations that employ one element through the core thickness. Representations of the core with one element through the thickness are shown to be able to capture most of the important influences of nonlinear core behavior on overall response of sandwich plates under both quasi-static and dynamic loadings.
机译:提出了一种基于可塑性正交各向异性材料的弹塑性本构模型,该模型基于具有椭圆度的椭圆形屈服面,以适应与不同方向上的应力相关的不均匀硬化或软化。该模型包含了材料速率依赖性和微惯性效应引起的速率依赖性。基本输入是正交异性轴上六个基本应力历史下的应力-应变响应。该模型的特殊限制包括经典的各向同性硬化理论,不可压缩的正交各向异性固体的Hill模型以及高度多孔的各向同性泡沫金属的Deshpande-Fleck模型。主要动机是应用于夹心板中的金属芯结构,其中通过连续本构模型对芯进行建模。本构模型在有限元框架内实现,以表示夹芯板的方形蜂窝金属芯承受准静态和动态载荷的行为。输入识别是针对采用整个芯厚度使用一个元素的数字公式进行说明的。在整个厚度范围内,仅用一个元素表示芯,就能够捕获在准静态和动态载荷下非线性芯行为对夹层板整体响应的大部分重要影响。

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