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Performance of vertebral cancellous bone augmented with compliant PMMA under dynamic loads.

机译:在动态载荷下,用顺应性PMMA增强椎体松质骨的性能。

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Increased fracture risk has been reported for the adjacent vertebral bodies after vertebroplasty. This increase has been partly attributed to the high Young's modulus of commonly used polymethylmethacrylate (PMMA). Therefore, a compliant bone cement of PMMA with a bulk modulus closer to the apparent modulus of cancellous bone has been produced. This compliant bone cement was achieved by introducing pores in the cement. Due to the reduced failure strength of that porous PMMA cement, cancellous bone augmented with such cement could deteriorate under dynamic loading. The aim of the present study was to assess the potential of acute failure, particle generation and mechanical properties of cancellous bone augmented with this compliant cement in comparison to regular cement. For this purpose, vertebral biopsies were augmented with porous- and regular PMMA bone cement, submitted to dynamic tests and compression to failure. Changes in Young's modulus and height due to dynamic loading were determined. Afterwards, yield strength and Young's modulus were determined by compressive tests to failure and compared to the individual composite materials. No failure occurred and no particle generation could be observed during dynamical testing for both groups. Height loss was significantly higher for the porous cement composite (0.53+/-0.21%) in comparison to the biopsies augmented with regular cement (0.16+/-0.1%). Young's modulus of biopsies augmented with porous PMMA was comparable to cancellous bone or porous cement alone (200-700 MPa). The yield strength of those biopsies (21.1+/-4.1 MPa) was around two times higher than for porous cement alone (11.6+/-3.3 MPa).
机译:据报道椎骨成形术后邻近椎体的骨折风险增加。这种增加部分归因于常用的聚甲基丙烯酸甲酯(PMMA)的高杨氏模量。因此,已经生产出体积模量接近于松质骨的表观模量的PMMA顺应性骨水泥。这种顺应性骨水泥是通过在水泥中引入孔来实现的。由于多孔PMMA水泥的破坏强度降低,因此在动态载荷下用这种水泥增强的松质骨可能会变质。本研究的目的是评估与常规水泥相比,这种顺应性水泥增强的松质骨的急性衰竭,颗粒生成和力学性能的潜力。为此,椎骨活检用多孔和规则的PMMA骨水泥增强,进行动态测试并压缩至失败。确定了由于动态载荷引起的杨氏模量和高度的变化。然后,通过压缩试验确定破坏强度和杨氏模量,并与单独的复合材料进行比较。两组的动态测试期间均未发生故障,也未观察到颗粒产生。与常规水泥增强的活检相比(0.16 +/- 0.1%),多孔水泥复合材料的高度损失明显更高(0.53 +/- 0.21%)。多孔PMMA增强的活检的杨氏模量与单独的松质骨或多孔水泥(200-700 MPa)相当。这些活检的屈服强度(21.1 +/- 4.1 MPa)比单独的多孔水泥(11.6 +/- 3.3 MPa)高约两倍。

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