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Constitutive modeling of orthotropic sheet metals by presenting hardening-induced anisotropy

机译:正交各向异性板的本构模型,通过呈现硬化诱导的各向异性

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摘要

An essential work on the constitutive modeling of rolled sheet metals is the consideration of hardening-induced anisotropy. In engineering applications, we often use testing results of four specified experiments, three uniaxial-tensions in rolling, transverse and diagonal directions and one equibiaxial-tension, to describe the anisotropic features of rolled sheet metals. In order to completely take all these experimental results, including stress-components and strain-ratios, into account in the constitutive modeling for presenting hardening-induced anisotropy, an appropriate yield model is developed. This yield model can be characterized experimentally from the offset of material yield to the end of material hardening. Since this adaptive yield model can directly represent any subsequent yielding state of rolled sheet metals without the need of an artificially defined "effective stress", it makes the constitutive modeling simpler, clearer and more physics-based. This proposed yield model is convex from the initial yield state till the end of strain-hardening and is well-suited in implementation of finite element programs. (c) 2006 Elsevier Ltd. All rights reserved.
机译:轧制金属薄板本构模型的一项重要工作是考虑硬化引起的各向异性。在工程应用中,我们经常使用四个指定实验的测试结果,分别描述轧制,横向和对角线方向上的三个单轴拉伸和一个等双轴拉伸,来描述轧制板材的各向异性特征。为了在呈现硬化引起的各向异性的本构模型中完全考虑所有这些实验结果,包括应力分量和应变比,开发了合适​​的屈服模型。该屈服模型可以从材料屈服偏移到材料硬化结束进行实验表征。由于该自适应屈服模型可以直接表示轧制金属板的任何后续屈服状态,而无需人工定义的“有效应力”,因此它使本构模型更简单,更清晰并且更基于物理。该提议的屈服模型从初始屈服状态到应变硬化结束都是凸形的,非常适合有限元程序的实现。 (c)2006 Elsevier Ltd.保留所有权利。

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