Division of Applied Materials Science, Department of Materials Science and Engineering, Uppsala University, Uppsala, Sweden.
Division of Applied Materials Science, Department of Materials Science and Engineering, Uppsala University, Uppsala, Sweden.
J Mech Behav Biomed Mater. 2021 Jun;118:104437. doi: 10.1016/j.jmbbm.2021.104437. Epub 2021 Mar 4.
In spite of the success of vertebroplasty (VP) and balloon kyphoplasty (BKP), which are widely used for stabilizing painful vertebral compression fractures, concerns have been raised about use of poly(methyl methacrylate) (PMMA) bone cements for these procedures since the high compressive modulus of elasticity (E) of the cement is thought to be one of the causes of the higher number of adjacent-level vertebral fractures. Therefore, bone cements with E comparable to that of cancellous bone have been proposed. While the quasi-static compressive properties of these so-called "low-modulus" cements have been widely studied, their fatigue performance remains underassessed. The purpose of the present study was to critically compare a commercial bone cement (control cement) and its low-modulus counterpart on the basis of quasi-static compressive strength (CS), E, fatigue limit under compression-compression loading, and release of methyl methacrylate (MMA). At 24 h, mean CS and E of the low-modulus material were 72% and 77% lower than those of the control cement, whereas, at 4 weeks, mean CS and E were 60% and 54% lower, respectively. The fatigue limit of the control cement was estimated to be 43-45 MPa compared to 3-5 MPa for the low-modulus cement. The low-modulus cement showed an initial burst release of MMA after 24 h followed by a plateau, similar to many other commercially available cements, whereas the control cement showed a much lower, stable release from day 1 and up to 1 week. The low-modulus cement may be a promising alternative to currently available PMMA bone cements, with the potential for reducing the incidence of adjacent fractures following VP/BKP.
尽管椎体成形术(VP)和球囊扩张椎体后凸成形术(BKP)的应用取得了成功,这些方法被广泛用于稳定疼痛性椎体压缩性骨折,但由于骨水泥的高弹性模量(E)被认为是导致更高比例相邻椎体骨折的原因之一,人们对这些手术中使用聚甲基丙烯酸甲酯(PMMA)骨水泥的情况表示担忧。因此,人们提出了具有类似于松质骨 E 的骨水泥。虽然这些所谓的“低模量”骨水泥的准静态抗压性能已得到广泛研究,但它们的疲劳性能仍未得到充分评估。本研究的目的是基于准静态抗压强度(CS)、E、压缩-压缩载荷下的疲劳极限以及甲基丙烯酸甲酯(MMA)的释放,对一种商业骨水泥(对照骨水泥)及其低模量骨水泥进行严格比较。在 24 小时时,低模量材料的平均 CS 和 E 分别比对照骨水泥低 72%和 77%,而在 4 周时,平均 CS 和 E 分别低 60%和 54%。对照骨水泥的疲劳极限估计为 43-45 MPa,而低模量骨水泥为 3-5 MPa。低模量骨水泥在 24 小时后出现 MMA 的初始爆发释放,随后出现平台,与许多其他市售骨水泥相似,而对照骨水泥从第 1 天开始就显示出较低且稳定的释放,持续至 1 周。低模量骨水泥可能是目前可用的 PMMA 骨水泥的一种有前途的替代品,有可能降低 VP/BKP 后相邻骨折的发生率。