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A COMPUTATIONAL STUDY OF FRACTURE IN THE CALCANEUS UNDER VARIABLE IMPACT CONDITIONS

机译:可变冲击条件下THE骨骨折的计算研究

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This preliminary study aims to computationally model and study the fracture patterns in the human calcaneus during variable impact loading conditions. A finite element model of the foot and ankle is used to understand the effect of loading rates and orientation of the foot on fracture patterns. Simulations are carried out by applying varying impact velocities of steel plate to the foot & ankle model in accordance with data regarding un-derbody blasts. These impact velocities are applied to reach a peak in 1.5 ms. Fracture of bone is represented using the plastic kinematic constitutive model with element erosion method, where elements are removed from the simulation after an inelastic failure strain is exceeded. The simulations last for 5 ms to observe the extent of fracture in the calcaneus. Following simulations, the resulting fracture patterns are compared to available images from experimental impact tests to qualitatively assess the simulations. A mesh convergence study is performed to determine the level of refinement of mesh necessary to represent this problem. The mesh appears to converge at the refinement level of the medium coarse mesh. The effect of impact velocities on fracture is studied on unflexed and flexed foot models. At lower velocities, fracture is observed in the form of a single continuous crack, and a pronounced branched type of network is observed at higher velocities. Finally, variation in fracture networks due to variability in strength of the bone is studied. For lower values of failure strain, significantly larger and branched networks of fracture are observed.
机译:这项初步研究旨在通过计算建模和研究在可变冲击载荷条件下人跟骨的骨折类型。脚和脚踝的有限元模型用于了解脚的加载速率和方向对骨折模式的影响。根据与地下爆炸有关的数据,通过将钢板的不同冲击速度应用于脚和脚踝模型来进行模拟。应用这些冲击速度可在1.5毫秒内达到峰值。使用具有单元腐蚀方法的塑性运动本构模型来表示骨骼的断裂,其中在超过非弹性破坏应变后,将单元从模拟中移除。模拟持续5毫秒,以观察跟骨的骨折程度。在模拟之后,将所得的裂缝模式与来自实验冲击测试的可用图像进行比较,以定性评估模拟。进行网格收敛研究以确定代表该问题所必需的网格细化水平。网格似乎收敛于中等粗网格的细化级别。在无屈和屈足模型中研究了冲击速度对骨折的影响。在较低的速度下,观察到破裂为单个连续裂纹的形式,在较高的速度下观察到明显的分支型网络。最后,研究了由于骨骼强度变化而引起的骨折网络的变化。对于较低的破坏应变值,观察到明显更大且分支的断裂网络。

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