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A nonlinear rigid-plastic analysis for metal forming problem using the rigid-plastic point collocation method

机译:刚塑性点配置法对金属成形问题的非线性刚塑性分析

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A rigid-plastic point collocation method is applied to the analysis of plane strain forging, which is a nonlinear rigid-plastic problem of bulk metal forming. In general, the bulk metal forming problems are nonlinear and large deformation problems, used to be analyzed with the conventional rigid-plastic finite element methods. While the conventional rigid-plastic finite element methods have some shortcomings such as necessities of mesh generation, remeshing and numerical integration for these methods.The rigid-plastic point collocation method not only is a kind of truly meshless method, but also is a kind of no integration and no fundamental solution method. In this paper, the first, a linear elastic cantilever beam problem is analyzed by using the point collocation method, into which the concepts of the considered nodes and the unconsidered nodes are introduced. The numerical solution of the problem is compared with the exact solution of it, and quite high accuracy of the numerical solution has been achieved. The second, a plane strain metal forming problem has been analyzed by using the rigid-plastic point collocation method. Because the considered nodes and the unconsidered nodes are used, no renoding is needed. The solution of the rigid-plastic problem is compared with a conventional rigid-plastic finite element solution, and reasonable results have been obtained. (c) 2004 Elsevier Ltd. All rights reserved.
机译:刚塑性点配置方法被应用到平面应变锻造的分析中,这是大块金属成形的非线性刚塑性问题。通常,大块金属成形问题是非线性和大变形问题,过去通常使用常规的刚塑性有限元方法进行分析。传统的刚塑性有限元方法存在生成网格,重新网格化和数值积分等缺点,而刚塑性点配置方法不仅是一种真正的无网格方法,而且还是一种无网格方法。没有集成,没有根本的解决方法。本文首先通过点配置法分析了线性弹性悬臂梁问题,并引入了考虑节点和未考虑节点的概念。将问题的数值解与精确解进行比较,并且已经获得了相当高的数值解精度。第二,通过使用刚塑性点配置方法分析了平面应变金属成形问题。因为使用了所考虑的节点和未考虑的节点,所以不需要重命名。将刚塑性问题的解决方案与常规刚塑性有限元解决方案进行了比较,并获得了合理的结果。 (c)2004 Elsevier Ltd.保留所有权利。

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