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A meshless IRBFN-based numerical simulation of dynamic strain localization in quasi-brittle materials

机译:基于无网格IRBFN的准脆性材料动态应变局部化数值模拟

摘要

This paper describes an integrated radial basis function network (IRBFN) method for the numerical modelling of the dynamics of strain localization due to strain softening in quasi-brittle materials. The IRBFN method is a truly meshless method that is based on an unstructured point collocation procedure. The integration approach is the key to achieving accurate function derivatives necessary for numerical stability and solution accuracy. A new coordinate mapping technique for the IRBFN method is introduced in this paper to resolve the steep velocity, strain and strain-rate gradients associated with the strain localisation process. The behaviour of a one dimensional bar is investigated using a nonlocal damage model governed by a Telegraph-type constitutive relation. The bar is dynamically loaded in tension with a constant end velocity. The strain waves propagating from the two ends meet at the centre of the bar and causes a large strain increase at this location. This strain increase, under suitable conditions, will initiate the strain localisation process due to the strain-softening constitutive behaviour of the material. Numerical results obtained compare favourably with those obtained by the FEM and demonstrate the efficiency of the present IRBFN approach in solving steep (singularity-like behaviour) nonlinear PDEs encountered.
机译:本文描述了一种集成的径向基函数网络(IRBFN)方法,用于数值模拟准脆性材料中因应变软化而引起的应变局部化动力学。 IRBFN方法是一种真正的无网格方法,它基于非结构化的点配置过程。积分方法是获得数值稳定性和求解精度所必需的精确函数导数的关键。为了解决与应变局部化过程相关的陡峭的速度,应变和应变率梯度,引入了一种新的IRBFN方法坐标映射技术。使用由电报类型的本构关系控制的非局部损伤模型来研究一维钢筋的行为。杆以恒定的最终速度动态加载张力。从两端传播的应变波在钢筋中心汇合,并在此位置引起较大的应变增加。在合适的条件下,由于材料的应变软化本构行为,这种应变增加将启动应变局部化过程。所获得的数值结果与FEM所获得的数值具有可比性,并且证明了本IRBFN方法在解决遇到的陡峭(类似奇异行为)非线性PDE方面的效率。

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