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Rock Failure Process in Indirect Tension using SPH Method

机译:使用SPH方法间接张力的岩石破坏过程

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This paper uses Smoothed Particle Hydrodynamics (SPH) to analyze failure mechanism by predicting initiation and subsequent propagation of cracks without any special treatment or assumption on the fracturing process. An elasto-plastic damage model is incorporated into the SPH framework to enable non-linear behavior of the material. This constitutive model accounts for the irreversible process caused by plastic strain accumulation and the degradation of material properties due to damage initiation and development. A circular disc loaded diametrically is simulated within the proposed framework. It has been shown that the tensile stress distribution at the central area of the disc agrees well with the theoretical results. In order to study the effect of the loading angle on the failure process, three different central angles of the boundary load are considered in the numerical simulation. In addition to the circular disc, numerical simulations of a ring specimen under diametrically concentrated load are also presented.
机译:本文采用平滑的粒子流体动力学(SPH)来通过预测裂缝的开始和随后的裂缝传播来分析失效机制,而没有对压裂过程的任何特殊处理或假设。弹性塑料损伤模型融入了SPH框架中,以实现材料的非线性行为。该本构模型占塑性应变累积引起的不可逆过程,以及由于损伤启动和发育而导致的材料特性降解。在所提出的框架内模拟径向装载的圆盘。已经表明,光盘中央区域的拉伸应力分布与理论结果很好。为了研究装载角对故障过程的影响,在数值模拟中考虑了三种不同的边界负载的中心角度。除了圆盘外,还呈现了截然浓度荷载荷载下环样品的数值模拟。

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