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首页> 外文期刊>International Journal of Solids and Structures >FAST TRANSIENT DYNAMIC PLANE STRESS ANALYSIS OF ORTHOTROPIC HILL-TYPE SOLIDS AT FINITE ELASTOPLASTIC STRAINS
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FAST TRANSIENT DYNAMIC PLANE STRESS ANALYSIS OF ORTHOTROPIC HILL-TYPE SOLIDS AT FINITE ELASTOPLASTIC STRAINS

机译:有限弹塑性应变的正交各向异性山型固体快速瞬态动平面应力分析

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摘要

The objective of this work is the geometrically nonlinear plane stress analysis of orthotropic Hill type elastoplastic solids under short term dynamic loading conditions. Thereby, the underlying motivation is the necessity to model the anisotropic behaviour of metal specimens which is due to the manufacturing procedure in terms of an orthotropic yield condition. To this end, the classical von Mises condition in the framework of multiplicative elastoplasticity is substituted by a yield criterion which invokes a second order anisotropy tensor acting on the deviatoric stresses in the plastic intermediate configuration. A reparametrization of this model reveals its relation to the classical criterion originally proposed by Hill in the geometrically linear setting. Moreover an element technology is outlined recovering the plane stress response of arbitrary 3D constitutive models without any plane stress specific modifications in the large strain regime. The intriguing influence of certain types of orthotropy on the failure patterns of thin metal sheets under plane stress uniaxial extension is investigated numerically. Thereby, an explicit time stepping procedure designed to incorporate the developed plane stress element is employed to trace the short term response predictions of the investigated specimens. [References: 34]
机译:这项工作的目的是在短期动态载荷条件下正交各向异性Hill型弹塑性固体的几何非线性平面应力分析。因此,潜在的动机是有必要对金属试样的各向异性行为进行建模,这是由于正交各向异性屈服条件下的制造过程所致。为此,在乘法弹塑性框架内的经典冯·米塞斯条件由屈服准则代替,屈服准则调用作用于塑性中间构造中偏应力的二阶各向异性张量。该模型的重新参数化揭示了它与希尔最初在几何线性环境中提出的经典标准的关系。此外,概述了一种元素技术,该技术可恢复任意3D本构模型的平面应力响应,而无需在大应变方案中进行任何特定的平面应力修改。数值研究了某些类型的正交各向异性对薄金属板在平面应力单轴延伸下的破坏模式的影响。因此,采用明确的时间步长程序设计为结合已开发的平面应力元素,以追踪研究样本的短期响应预测。 [参考:34]

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