由proe导入ANSYS的模型在划分网格时出现Element type 1 is unknown 如题,导入的模型不能划分网格,怎样解决 “单元种类未知”如果是这个提示的话,我觉得不是模型的问题,而是单元选择的问题,重新确定一下单元类型好了
好简单的问题谁回答一..Element type 1 is UNKNOWN,which cannot be used with the VMES command.Meshing of volume 3 aborted,是这个
我用ANSYS对简单的圆柱进行网格划分时,总出现下面的对话框,怎么回事?能给提供具体的划分网格的步骤吗 Elementtype1isUNKNOWN,whichcannotbeusedwiththeVMEScommand.Meshingofvolume1aborted... Element type 1 is UNKNOWN, which cannot be used with the VMES command. Meshing of volume 1 aborted. 展开 ...
where X(e)j are the position vectors of node j on element e, and ηj are the homogeneous coordinates, varying between −1 and 1. If the degree of interpolation in the geometry is the same as that of the unknowns, then the element is said to be isoparametric; superparametric if it...
The stiffness matrix of a non-conforming flat-shell element is usually defined by a combination of stiffness matrices of a plate element and a membrane element. This study used the NMS-4F type element to define the element stiffness matrix. In the NMS-4F, the plate behavior is based on the...
Finite element analysis has become indispensable for biomechanical research on clavicle fractures. This review summarized evidence regarding configurations
major features of ABAQUS is that it allows the user defined subroutines, which greatly facilitates the researchers to conduct their researches by using the standard FEM solvers with reliability and efficiency. Together with ANSYS, ABAQUS is one of the two commercial FEM software that dominate the ...
Unlike conventional shell elements, continuum shell elements resemble three-dimensional solid elements, which have only displacement degrees of freedom. Thereby, the total number of unknowns of this shell element is identical to that of the solid element as well as the element thickness similar to ...
In order to achieve this, it is necessary to resort to a series of different communication tools to interact with standard solvers used in industry, i.e. FE packages such as Nastran, Ansys, Abaqus, FEAP, code_Aster, etc. From the point of interaction with 3rd party software, the methods...
1. A new type ofshell elementis presented to form an equilibrium equation with unknown node - displacements. 提出一种新的板壳单元,建立以结点位移为未知量的平衡方程组,组装得到的整体刚度矩阵为稀疏带状矩阵。 更多例句>> 5) ANSYS finite element method ...