Kim Jin-Myung, Shin Dong Ah, Byun Dong-Hak, Kim Hyung-Sun, Kim Sohee, Kim Hyoung-Ihl
Department of Medical System Engineering and Mechatronics, Gwangju Institute of Science and Technology, Gwangju, Korea.
J Korean Neurosurg Soc. 2012 Nov;52(5):435-40. doi: 10.3340/jkns.2012.52.5.435. Epub 2012 Nov 30.
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.
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.
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.
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.
本研究旨在探寻骨水泥的最佳刚度和体积及其对相邻椎体的生物力学影响,以确定更好的椎体成形术实施策略。
利用包含T11、T12和L1椎体的正常运动节段的计算机断层扫描,建立功能性脊柱单元的三维有限元模型。将具有适当力学性能的骨水泥体积注入T12椎体的小梁核心。通过改变骨水泥的体积和刚度进行参数研究。
当骨水泥填充体积达到椎体体积的30%时,刚度水平恢复至正常骨水平,当骨水泥体积超过30%时,结果是刚度超过正常骨。当骨水泥体积变化时,每个椎体的骨结构(皮质壳、小梁骨和终板)中的局部应力单调增加。低模量骨水泥具有降低增强椎体应变的作用,但仅在骨水泥体积相对较大(>50%)的情况下。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。
骨水泥体积被认为是终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。