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Anisotropic parameter identification using inhomogeneous tensile test

机译:非均匀拉伸试验的各向异性参数识别

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In this contribution, an inverse identification strategy of constitutive laws for elastoplastic behaviour is presented. The proposed inverse algorithm is composed on an appropriate finite element calculation combined with an optimisation procedure. It is applied to identify material anisotropic coefficients using a set up of easy performed laboratory tests. The used experimental data are the plane tensile test and the off axes tensile tests. The identified behaviour models are mainly based on Hill's quadratic yield criterion. Two cases of this yield criterion have been considered: the transverse isotropic and the orthotropic one under an associated and non-associated flow rule assumptions for each case. The yield surface has been assumed to expand isotropically (isotropic strain hardening law) as a function of the plastic work. In order to better describe anisotropic plastic properties of the studied materials, a recently planar anisotropic yield function is used. It is a non-quadratic yield criterion which takes account of anisotropic yield stresses as well as anisotropic strain ratios. It is subsequently shown that the agreement between inverse identification results and experimental measurements were improved. We prove also that the presented strategy is a good alternative to the simplified homogeneous tests assumption, especially for the plane tensile test.
机译:在这一贡献中,提出了弹塑性行为的本构定律的逆辨识策略。所提出的逆算法是由适当的有限元计算与优化程序相结合组成的。它使用一组易于执行的实验室测试来识别材料各向异性系数。使用的实验数据是平面拉伸试验和偏轴拉伸试验。确定的行为模型主要基于希尔的二次屈服准则。已经考虑了这种屈服准则的两种情况:每种情况在相关和非相关流动规则假设下的横向各向同性和正交各向异性。已经假定屈服面根据塑性功各向同性地膨胀(各向同性应变硬化定律)。为了更好地描述所研究材料的各向异性塑性特性,最近使用了平面各向异性屈服函数。这是一个非二次屈服准则,它考虑了各向异性屈服应力以及各向异性应变比。随后表明逆识别结果和实验测量之间的一致性得到了改善。我们还证明了所提出的策略是简化均质测试假设的良好选择,尤其是对于平面拉伸测试。

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