{"title":"利用皮卡尔迭代的局部径向基函数近似对小应变弹塑性变形进行数值分析","authors":"Filip Strniša, Mitja Jančič, Gregor Kosec","doi":"arxiv-2405.04970","DOIUrl":null,"url":null,"abstract":"This paper deals with a numerical analysis of plastic deformation under\nvarious conditions, utilizing Radial Basis Function (RBF) approximation. The\nfocus is on the elasto-plastic von Mises problem under plane-strain assumption.\nElastic deformation is modelled using the Navier-Cauchy equation. In regions\nwhere the von Mises stress surpasses the yield stress, corrections are applied\nlocally through a return mapping algorithm. The non-linear deformation problem\nin the plastic domain is solved using the Picard iteration. The solutions for the Navier-Cauchy equation are computed using the Radial\nBasis Function-Generated Finite Differences (RBF-FD) meshless method using only\nscattered nodes in a strong form. Verification of the method is performed\nthrough the analysis of an internally pressurized thick-walled cylinder\nsubjected to varying loading conditions. These conditions induce states of\nelastic expansion, perfectly-plastic yielding, and plastic yielding with linear\nhardening. The results are benchmarked against analytical solutions and\ntraditional Finite Element Method (FEM) solutions. The paper also showcases the\nrobustness of this approach by solving case of thick-walled cylinder with\ncut-outs. The results affirm that the RBF-FD method produces results comparable\nto those obtained through FEM, while offering substantial benefits in managing\ncomplex geometries without the necessity for conventional meshing, along with\nother benefits of meshless methods.","PeriodicalId":501061,"journal":{"name":"arXiv - CS - Numerical Analysis","volume":"2016 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-05-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Numerical analysis of small-strain elasto-plastic deformation using local Radial Basis Function approximation with Picard iteration\",\"authors\":\"Filip Strniša, Mitja Jančič, Gregor Kosec\",\"doi\":\"arxiv-2405.04970\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"This paper deals with a numerical analysis of plastic deformation under\\nvarious conditions, utilizing Radial Basis Function (RBF) approximation. The\\nfocus is on the elasto-plastic von Mises problem under plane-strain assumption.\\nElastic deformation is modelled using the Navier-Cauchy equation. In regions\\nwhere the von Mises stress surpasses the yield stress, corrections are applied\\nlocally through a return mapping algorithm. The non-linear deformation problem\\nin the plastic domain is solved using the Picard iteration. The solutions for the Navier-Cauchy equation are computed using the Radial\\nBasis Function-Generated Finite Differences (RBF-FD) meshless method using only\\nscattered nodes in a strong form. Verification of the method is performed\\nthrough the analysis of an internally pressurized thick-walled cylinder\\nsubjected to varying loading conditions. These conditions induce states of\\nelastic expansion, perfectly-plastic yielding, and plastic yielding with linear\\nhardening. The results are benchmarked against analytical solutions and\\ntraditional Finite Element Method (FEM) solutions. The paper also showcases the\\nrobustness of this approach by solving case of thick-walled cylinder with\\ncut-outs. The results affirm that the RBF-FD method produces results comparable\\nto those obtained through FEM, while offering substantial benefits in managing\\ncomplex geometries without the necessity for conventional meshing, along with\\nother benefits of meshless methods.\",\"PeriodicalId\":501061,\"journal\":{\"name\":\"arXiv - CS - Numerical Analysis\",\"volume\":\"2016 1\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2024-05-08\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"arXiv - CS - Numerical Analysis\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/arxiv-2405.04970\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"arXiv - CS - Numerical Analysis","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/arxiv-2405.04970","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
摘要
本文利用径向基函数(RBF)近似法对复杂条件下的塑性变形进行了数值分析。重点是平面应变假设下的弹塑性 von Mises 问题。在 von Mises 应力超过屈服应力的区域,通过返回映射算法进行局部修正。塑性域的非线性变形问题采用 Picard 迭代法求解。Navier-Cauchy 方程的解使用径向基函数生成有限差分(RBF-FD)无网格方法计算,只使用强形式的散射节点。通过分析承受不同加载条件的内部加压厚壁圆柱体,对该方法进行了验证。这些条件引起了弹性膨胀、完全塑性屈服和线性硬化的塑性屈服状态。结果以分析解决方案和传统有限元法(FEM)解决方案为基准。论文还通过求解带切口的厚壁圆柱体案例,展示了这种方法的稳健性。结果证实,RBF-FD 方法得出的结果与有限元法得出的结果不相上下,同时在管理复杂几何图形方面具有显著优势,无需传统网格划分,同时还具有无网格方法的其他优势。
Numerical analysis of small-strain elasto-plastic deformation using local Radial Basis Function approximation with Picard iteration
This paper deals with a numerical analysis of plastic deformation under
various conditions, utilizing Radial Basis Function (RBF) approximation. The
focus is on the elasto-plastic von Mises problem under plane-strain assumption.
Elastic deformation is modelled using the Navier-Cauchy equation. In regions
where the von Mises stress surpasses the yield stress, corrections are applied
locally through a return mapping algorithm. The non-linear deformation problem
in the plastic domain is solved using the Picard iteration. The solutions for the Navier-Cauchy equation are computed using the Radial
Basis Function-Generated Finite Differences (RBF-FD) meshless method using only
scattered nodes in a strong form. Verification of the method is performed
through the analysis of an internally pressurized thick-walled cylinder
subjected to varying loading conditions. These conditions induce states of
elastic expansion, perfectly-plastic yielding, and plastic yielding with linear
hardening. The results are benchmarked against analytical solutions and
traditional Finite Element Method (FEM) solutions. The paper also showcases the
robustness of this approach by solving case of thick-walled cylinder with
cut-outs. The results affirm that the RBF-FD method produces results comparable
to those obtained through FEM, while offering substantial benefits in managing
complex geometries without the necessity for conventional meshing, along with
other benefits of meshless methods.