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In vitro fatigue crack analysis of the Lubinus SPII cemented hip stem

机译:Lubinus SPII骨水泥髋关节茎的体外疲劳裂纹分析

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Fatigue damage of cement mantle of cemented hip replacements has been extensively studied. Different conclusions concerning the micro-cracking mechanism has been reported. An in vitro study on commercial cemented synthetic femurs was conducted to determine if micro-cracking formation of the cement mantle would preferentially be at the cement-stem interface or at the bone-cement interface. A stair climbing fatigue loading cycle was applied during one million cycles at 2 Hz on commercial stems. Three hip replacements with the Lubinus SPII cemented stem were studied. After the experiments each femur was sectioned at eleven sections, with an average of 5 and 10 mm of offset between each one of them and analysed with dye liquid penetrates. The results (micro-cracking and debonding) were influence by the geometries of the reamer and the stem and by technical replacement procedure. The micro-cracking formation initiated at the stem-cement interface towards the cortical bone of the femur. For a cement mantle thickness of more than 5 mm, cracking initiated at the cement-bone interface and depended on the geometry of the reamer. At the medial side of the femur more significant cracks and accumulated damage was observed at the stem-cement interface. Correlation between the formation of cracks and minimum cement thickness was determined. A critical cement mantle thickness was observed for 0.5 mm, where a relevant sign of damage was assessed. The analysis of crack-density and accumulated damage showed that fatigue induced cement damage and depended on the axial position of the stem and increase proximally.
机译:骨水泥髋关节置换物的水泥罩的疲劳损伤已被广泛研究。已经报道了关于微裂纹机理的不同结论。进行了一项关于商品化水泥合成股骨的体外研究,以确定水泥套的微裂纹形成是优先在水泥-茎干界面还是在骨水泥界面上。在商用阀杆上以2 Hz的频率进行了100万次循环的爬楼梯疲劳加载循环。研究了Lubinus SPII骨水泥柄的三个髋关节置换。实验后,将每个股骨切成11个切片,每个切片之间平均偏移5到10毫米,并用染料渗透液进行分析。结果(微裂纹和脱粘)受铰刀和杆的几何形状以及技术更换程序的影响。微裂纹形成始于茎-水泥界面朝向股骨的皮质骨。对于厚度超过5毫米的水泥地幔,裂纹会在水泥骨界面处开始,并取决于铰刀的几何形状。在股骨内侧,在干-水泥界面观察到更明显的裂纹和累积损伤。确定了裂缝的形成与最小水泥厚度之间的关系。观察到临界水泥覆盖层厚度为0.5 mm,并评估了相关的损坏迹象。裂纹密度和累积损伤的分析表明,疲劳导致水泥损伤,并且取决于杆的轴向位置并向近端增加。

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