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首页> 外文期刊>Journal of Korean Neurosurgical Society >Effect of Bone Cement Volume and Stiffness on Occurrences of Adjacent Vertebral Fractures after Vertebroplasty
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Effect of Bone Cement Volume and Stiffness on Occurrences of Adjacent Vertebral Fractures after Vertebroplasty

机译:骨水泥体积和刚度对椎体成形术后邻近椎体骨折发生的影响

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Objective The purpose of this study is to find the optimal stiffness and volume of bone cement and their biomechanical effects on the adjacent vertebrae to determine a better strategy for conducting vertebroplasty. Methods A three-dimensional finite-element model of a functional spinal unit was developed using computed tomography scans of a normal motion segment, comprising the T11, T12 and L1 vertebrae. Volumes of bone cement, with appropriate mechanical properties, were inserted into the trabecular core of the T12 vertebra. Parametric studies were done by varying the volume and stiffness of the bone cement. Results When the bone cement filling volume reached 30% of the volume of a vertebral body, the level of stiffness was restored to that of normal bone, and when higher bone cement exceeded 30% of the volume, the result was stiffness in excess of that of normal bone. When the bone cement volume was varied, local stress in the bony structures (cortical shell, trabecular bone and endplate) of each vertebra monotonically increased. Low-modulus bone cement has the effect of reducing strain in the augmented body, but only in cases of relatively high volumes of bone cement (>50%). Furthermore, varying the stiffness of bone cement has a negligible effect on the stress distribution of vertebral bodies. Conclusion The volume of cement was considered to be the most important determinant in endplate fracture. Changing the stiffness of bone cement has a negligible effect on the stress distribution of vertebral bodies.
机译:目的本研究的目的是寻找骨水泥的最佳刚度和体积及其对相邻椎骨的生物力学影响,以确定进行椎骨成形术的更好策略。方法使用包括T11,T12和L1椎骨在内的正常运动节段的计算机断层扫描技术,开发功能性脊柱单元的三维有限元模型。将具有适当机械性能的一定量的骨水泥插入T12椎骨的小梁核心中。通过改变骨水泥的体积和刚度来进行参数研究。结果当骨水泥填充量达到椎体体积的30%时,刚度恢复到正常骨骼的水平,而当高骨水泥填充量超过椎体体积的30%时,结果是刚度超过了椎体的刚度正常的骨头。当骨水泥体积变化时,每个椎骨的骨结构(皮质壳,小梁骨和终板)中的局部应力单调增加。低模量骨水泥具有减少增强体中应变的作用,但仅在骨水泥量相对较高(> 50%)的情况下才有效。此外,改变骨水泥的刚度对椎体的应力分布影响可忽略不计。结论水泥体积被认为是端板骨折的最重要决定因素。改变骨水泥的刚度对椎体的应力分布影响可忽略不计。

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