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Approaches to dynamic fracture modelling at finite deformations

机译:有限变形下动态裂缝建模的方法

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The focus of the present paper is on the finite element modelling of dynamic fracture based on the concept of locally enriched element shape functions in the vicinity of the crack, in line with the extended Finite Element Method (X-FEM). For this purpose, the proper governing equations for the case of a propagating crack within a hyperelastic material is established, including the definition of the concept of material motion which kinematically describes the progression of the crack. Furthermore, two different approaches to describe the material degradation and separation are proposed. The first approach, denoted the material crack driving force model, is based on the concept of material (or configurational) forces associated with the material motion. The basic motivation is that, in this context, a driving force is identified at the crack tip, which points in the direction of maximum energy release upon crack propagation. An additional interesting feature of this force is that the projection in the crack propagation direction corresponds to the energy released for such a propagation, whereby an intuitive criterion for crack propagation based on the direction and magnitude of this force is proposed. The second approach is based on the classical cohesive zone concept, extended to include rate effects to capture experimentally observed phenomena such as growing process zones during propagation as well as limited crack propagation speeds well below the theoretical limit. Both models are investigated and compared in a couple of numerical examples in the latter part of the paper, showing both the predictive capabilities as well as some limitations of the two approaches. It has also been shown that, for a specific set of parameters, the two models can reproduce (almost) the same response.
机译:本文的重点是根据扩展有限元方法(X-FEM),基于裂纹附近局部富集的元素形状函数的概念,对动态断裂的有限元建模。为此,建立了在超弹性材料中扩展裂纹情况下的适当控制方程,包括运动学描述裂纹发展的材料运动概念的定义。此外,提出了两种不同的方法来描述材料的降解和分离。第一种方法,称为材料裂纹驱动力模型,是基于与材料运动相关的材料(或构造)力的概念。基本动机是,在这种情况下,在裂纹尖端处确定了一个驱动力,该驱动力指向裂纹扩展时释放的最大能量的方向。该力的另一个有趣特征是,在裂纹扩展方向上的投影对应于为这种传播释放的能量,从而提出了基于该力的方向和大小的裂纹扩展的直观标准。第二种方法基于经典的粘聚区概念,扩展到包括速率效应,以捕获实验观察到的现象,例如在传播过程中生长过程区域以及有限的裂纹扩展速度,其远低于理论极限。本文后半部分的几个数值示例对这​​两种模型进行了研究和比较,显示了两种方法的预测能力和局限性。还显示出,对于一组特定的参数,两个模型可以(几乎)再现相同的响应。

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