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A method for transferring a stress state (stress tensor) of a FE simulation result to a new FE mesh geometry of a modeled design system in a simulation chain of production operations

机译:一种在生产操作的仿真链中将有限元模拟结果的应力状态(应力张量)转移到建模设计系统的新有限元网格几何中的方法

摘要

The invention relates to a method for transferring a stress state of an FE simulation result to a new FE mesh geometry of a simulated construction system such as a 3D-forming component for motor vehicles in a simulation chain of production operations, comprising: a) providing a first data set (D1 ) which describes the FE simulation result with stress state of the FE simulation (FE-N1) of the construction system or component (1) of a first production process, b) creation of the new FE mesh geometry (FE-N2) of the simulated construction system resp Component (1), which is assigned to a second production process, c) Transferring the Spanungszustandes of the provided first data set (D1) on the new FE mesh geometry (FE-N2) of the construction system or component (1), d) implementation an equilibrium calculation (R) using the stress tensor (S1) in the FE mesh geometry FE-N2, with a deformation yield of the design system or component (1) which differs from the deformation in the FE mesh FE-N1 by a deformation u tolerance value ε, and e) iterative repetition of the equilibrium calculation (R) as cyclic equilibrium iteration in the new FE Net geometry (FE-N2) (in the new target FE mesh) of the construction system or component (1), wherein in each cycle a respective new state of stress on the FE mesh geometry (FE-N2) of the construction system or Component (1) is applied while stress fractions, which lead to undesirable deformations u, degraded until a shift / Abbruchkriterium: deformation u tolerance value ε is achieved. f) Display of the fulfilled condition: u ε.
机译:本发明涉及一种用于将有限元模拟结果的应力状态转移到模拟的建筑系统的新的有限元网格几何形状的方法,该模拟的建筑系统例如在生产操作的模拟链中用于机动车辆的3D成型部件,包括:a)提供第一数据集(D1),该数据集描述了FE模拟结果,并带有施工系统或第一生产过程的组件(1)的FE模拟(FE-N1)的应力状态,b)创建新的FE网格几何形状(模拟施工系统的组件(1)的FE-N2),已分配给第二个生产过程,c)将提供的第一数据集(D1)的Spanungszustandes转移到新的FE网格几何(FE-N2)上施工系统或组件(1),d)使用FE网格几何图形FE-N2中的应力张量(S1)进行平衡计算(R),而设计系统或组件(1)的变形屈服不同于FE网格FE-N1中的变形通过变形u>公差值ε,以及e)在建筑系统或组件的新FE Net几何体(FE-N2)(在新的目标FE网格中)中,作为循环平衡迭代的平衡计算(R)的迭代重复。 (1),其中在每个循环中,在施工系统或组件(1)的有限元网格几何(FE-N2)上施加相应的新应力状态,同时导致不希望的变形u的应力分数降低,直到发生位移为止/ Abbruchkriterium:变形u <公差值ε。 f)显示满足条件:u <ε。

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