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Extended multiscale finite element method for elasto-plastic analysis of 2D periodic lattice truss materials

机译:二维周期晶格桁架材料弹塑性分析的扩展多尺度有限元方法

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摘要

An extended multiscale finite element method is developed for small-deformation elasto-plastic analysis of periodic truss materials. The base functions constructed numerically are employed to establish the relationship between the macroscopic displacement and the microscopic stress and strain. The unbalanced nodal forces in the micro-scale of unit cells are treated as the combined effects of macroscopic equivalent forces and microscopic perturbed forces, in which macroscopic equivalent forces are used to solve the macroscopic displacement field and microscopic perturbed forces are used to obtain the stress and strain in the micro-scale to make sure the correctness of the results obtained by the downscale computation in the elastic-plastic problems. Numerical examples are carried out and the results verify the validity and efficiency of the developed method by comparing it with the conventional finite element method.
机译:提出了一种扩展的多尺度有限元方法,用于周期性桁架材料的小变形弹塑性分析。采用数值构造的基本函数来建立宏观位移与微观应力和应变之间的关系。微观单位晶格中的不平衡节点力被视为宏观等效力和微观扰动力的组合效应,其中宏观等效力用于求解宏观位移场,微观扰动力用于获得应力微观尺度上的应变和应变,以确保通过弹塑性问题中的降尺度计算获得的结果的正确性。通过数值算例,通过与常规有限元法比较,验证了所提方法的有效性和有效性。

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