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Effect of vacuum-treatment on deformation properties of PMMA bone cement

机译:真空处理对PMMA骨水泥变形性能的影响

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Deformation behavior of polymethyl methacrylate (PMMA) bone cement is explored using microindentation. Two types of PMMA bone cement were prepared. Vacuum treated samples were subjected to the degassing of the material under vacuum of 270 mbar for 35 s, followed by the second degassing under vacuum of 255 mbar for 35 s. Air-cured samples were left in ambient air to cool down and harden. All samples were left to age for 6 months before the test. The samples were then subjected to the indentation fatigue test mode, using sharp Vickers indenter. First, loading segment rise time was varied in order to establish time-dependent behavior of the samples. Experimental data showed that viscous part of the deformation can be neglected under the observed test conditions. The second series of microindentation tests were realized with variation of number of cycles and indentation hardness and modulus were obtained. Approximate hardness was also calculated using analysis of residual impression area. Porosity characteristics were analyzed using CellC software.Scanning electron microscopy (SEM) analysis showed that air-cured bone cement exhibited significant number of large voids made of aggregated PMMA beads accompanied by particles of the radiopaque agent, while vacuum treated samples had homogeneous structure. Air-cured samples exhibited variable hardness and elasticity modulus throughout the material. They also had lower hardness values (approximately 65-100 MPa) than the vacuum treated cement (approximately 170 MPa). Porosity of 5.1% was obtained for vacuum treated cement and 16.8% for air-cured cement. Extensive plastic deformation, microcracks and craze whitening were produced during indentation of air-cured bone cement, whereas vacuum treated cement exhibited no cracks and no plastic deformation.
机译:使用微压痕技术研究了聚甲基丙烯酸甲酯(PMMA)骨水泥的变形行为。制备了两种类型的PMMA骨水泥。真空处理的样品在270 mbar的真空下进行35 s的材料脱气,然后在255 mbar的真空下进行35 s的第二次脱气。将空气固化的样品放在环境空气中冷却并硬化。测试前将所有样品老化6个月。然后使用锋利的维氏压头对样品进行压痕疲劳测试模式。首先,改变加载段上升时间以建立样品的时间依赖性行为。实验数据表明,在观察到的测试条件下,变形的粘性部分可以忽略不计。通过循环次数的变化实现了第二系列的微压痕测试,并获得了压痕硬度和模量。还使用残余压印面积的分析来计算近似硬度。使用CellC软件分析孔隙率特性。扫描电子显微镜(SEM)分析显示,空气固化的骨水泥显示出大量由聚集的PMMA珠粒形成的大空隙,并伴有不透射线的颗粒,而真空处理的样品具有均匀的结构。空气固化样品在整个材料中表现出可变的硬度和弹性模量。它们的硬度值(约65-100 MPa)也比真空处理的水泥(约170 MPa)低。真空处理水泥的孔隙度为5.1%,空气固化水泥的孔隙度为16.8%。在空气固化的骨水泥压痕过程中产生了广泛的塑性变形,微裂纹和裂纹增白,而真空处理的水泥则无裂纹和塑性变形。

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