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Discrete particle model for cement infiltration within open-cell structures: Prevention of osteoporotic fracture

机译:开孔结构内水泥渗入的离散粒子模型:预防骨质疏松性骨折

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摘要

This paper proposes a discrete particle model based on the random-walk theory for simulating cement infiltration within open-cell structures to prevent osteoporotic proximal femur fractures. Model parameters consider the cement viscosity (high and low) and the desired direction of injection (vertical and diagonal). In vitro and in silico characterizations of augmented open-cell structures validated the computational model and quantified the improved mechanical properties (Young’s modulus) of the augmented specimens.The cement injection pattern was successfully predicted in all the simulated cases. All the augmented specimens exhibited enhanced mechanical properties computationally and experimentally (maximum improvements of 237.95 ± 12.91% and 246.85 ± 35.57%, respectively). The open-cell structures with high porosity fraction showed a considerable increase in mechanical properties. Cement augmentation in low porosity fraction specimens resulted in a lesser increase in mechanical properties. The results suggest that the proposed discrete particle model is adequate for use as a femoroplasty planning framework.
机译:本文提出了一种基于随机游走理论的离散颗粒模型,用于模拟开放单元结构内的水泥渗透,以预防骨质疏松性股骨近端骨折。模型参数考虑了水泥的粘度(高和低)和所需的注入方向(垂直和对角线)。增强的开孔结构的体外和计算机模拟表征验证了计算模型并量化了增强标本的改善的机械性能(杨氏模量)。在所有模拟情况下均成功预测了水泥注入模式。所有增强的样品在计算和实验上均表现出增强的机械性能(最大改善分别为237.95±12.91%和246.85±35.57%)。具有高孔隙率的开孔结构显示出机械性能的显着提高。低孔隙率样品中的水泥增强导致机械性能的增加幅度较小。结果表明,提出的离散粒子模型足以用作股骨成形术的计划框架。

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