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An improved continuum-based finite-discrete element method with intra-element fracturing algorithm

机译:具有内部元素压裂算法的一种改进的连续式有限元素方法

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This work develops a continuum-based combined finite-discrete element method (FDEM) in the framework of the explicit finite element method in conjunction with fracture algorithms. To account for complex fracturing processes, both shear failure and tensile failure criteria are implemented. Furthermore, to investigate the effect of different fracture algorithms on the accuracy and computational efficiency of simulations, both the inter-element and intra-element fracture algorithms are developed in the continuum-based framework. Then, they are compared by two benchmark tests, of rock: the Brazilian tests and uniaxial tension tests. Besides, uniaxial compression tests under different loading rates are carried out to demonstrate the shear failure criterion and the corresponding fracture algorithm. The simulation results converge with the decrease of element sizes in the interelement fracture algorithm. The intra-element fracture algorithm is proven to be more efficient and accurate in the simulation of fracturing processes compared to the inter-element fracture algorithm. (C) 2021 Elsevier B.V. All rights reserved.
机译:这项工作在与裂缝算法结合的明确有限元方法的框架中,开发了一种基于连续的组合有限元素方法(FDEM)。为了考虑复杂的压裂过程,实施剪切失效和拉伸失效标准。此外,为了研究不同裂缝算法对模拟的准确性和计算效率的影响,基于连续轴的框架开发了元素间和内部元素裂缝算法。然后,它们通过两个基准测试来比较,岩石:巴西试验和单轴张力试验。此外,对不同装载速率的单轴压缩测试进行了扫描故障标准和相应的裂缝算法。仿真结果随着时钟裂缝算法中的元素尺寸减小而收敛。与元素间断裂算法相比,在模拟压裂过程中,证明了元素内断裂算法更有效和准确。 (c)2021 elestvier b.v.保留所有权利。

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