首页> 外文会议>International Conference on Sheet Metal; 20070401-04; Palermo(IT) >Numerical Modelling and Analysis of Ductile Crack Propagation in Blanking Process Using Modified Nodal Release Method
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Numerical Modelling and Analysis of Ductile Crack Propagation in Blanking Process Using Modified Nodal Release Method

机译:改进的节点释放法在冲裁过程中延性裂纹扩展数值模拟与分析

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Ductile fracture processes for discrete crack propagation using nodal release approach is well established for modelling crack in metal sheet. In this method, the crack is assumed to initiate or propagate along the element edges; hence, a new crack is implemented in the FE mesh. In Blanking process, the crack trajectory is unknown; therefore a very fine mesh is required to simulate a realistic crack propagation using the nodal release method. Consequently, the nodal release method has to be modified in which first the direction of crack extension is calculated and then, accordingly, the local element topology near the crack-tip is modified such that the nodes of elements are moved to predicted crack-tip in order to accommodate the crack extension. The advantage of this method is that it is possible to model the predicted crack with only slight modification in the local mesh near to the crack tip. However, it is necessary to transfer history variables from old local elements of previous increment to the new local elements of the current increment at the vicinity of crack-tip. But this method can lead to slight loss of accuracy to predict the subsequent crack extension due to interpolations. However, the advantage of this method is that remeshing can be either completely eliminated or reduced to a greater extend during the simulation. Therefore, in this paper, modified nodal release method for modelling ductile crack propagation in blanking process with the uncoupled damage approach is presented, and is further implemented in commercial FE software - MSC.Marc~R together with predefined user-subroutines
机译:使用节点释放方法进行离散裂纹扩展的延性断裂过程已经很好地用于金属板裂纹建模。在这种方法中,假定裂纹是沿着单元边缘开始或扩展的;因此,在有限元网格中实现了新的裂缝。在落料过程中,裂纹轨迹是未知的。因此,需要使用非常细的网格来模拟使用节点释放方法的实际裂纹扩展。因此,必须修改节点释放方法,其中首先计算裂纹扩展的方向,然后相应地修改裂纹尖端附近的局部元素拓扑,以便将元素的节点移动到预测的裂纹尖端。为了适应裂纹扩展。这种方法的优点是可以对预测的裂纹进行建模,而只需对裂纹尖端附近的局部网格进行少量修改即可。但是,有必要在裂缝尖端附近将历史变量从先前增量的旧局部元素转移到当前增量的新局部元素。但是这种方法可能会由于插值而导致预测后续裂纹扩展的准确性略有下降。但是,此方法的优点是可以在仿真过程中完全消除重新网格化或将其减少到更大的范围。因此,本文提出了一种采用非耦合损伤方法对冲裁过程中的韧性裂纹扩展进行建模的改进节点释放方法,并将其在商用有限元软件MSC.Marc〜R中与预定义的用户子例程一起进一步实现。

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