Evans S L
School of Engineering, Cardiff University, PO Box 925, The Parade, Cardiff CF24 3AA, UK.
Proc Inst Mech Eng H. 2006 Jan;220(1):1-10. doi: 10.1243/095441105X69024.
Porosity has been shown to affect the fatigue life of bone cements, but, although vacuum mixing is widely used to reduce porosity in the clinical setting, results have been mixed and the effects of porosity are not well understood. The aim of this study was to investigate the effects of porosity using stress analysis and fracture mechanics techniques. The stress concentrations arising at voids in test specimens were found using analytical solutions and boundary element methods. The fatigue life of specimens containing voids of various sizes was predicted using fracture mechanics techniques. For spherical voids that do not occupy a significant proportion of the cross-section, the resulting stress concentration is independent of void size and too small to account for the observed crack initiation. Cracks must therefore initiate at additional stress raisers such as radiopacifier particles or additional voids. For large voids, the stress increases as the remaining cross-section of the specimen decreases, and this may account for much of the observed reduction in fatigue strength in hand-mixed cement. Although crack initiation may be largely independent of void size, there is an effect on crack growth rate. Cracks are predicted to grow faster around larger voids, since they remain in the stress concentration around the void for longer. This effect may account for the relationship between porosity and fatigue life that has been observed in samples without large voids. Since porosity appears to affect crack growth more than initiation, it may be less damaging in high-cycle clinical fatigue, which may be predominantly initiation controlled, than in short laboratory tests.
孔隙率已被证明会影响骨水泥的疲劳寿命,然而,尽管真空搅拌在临床环境中被广泛用于降低孔隙率,但其结果却参差不齐,而且孔隙率的影响尚未得到充分理解。本研究的目的是使用应力分析和断裂力学技术来研究孔隙率的影响。通过解析解和边界元方法来确定测试样本中孔隙处产生的应力集中。使用断裂力学技术预测含有各种尺寸孔隙的样本的疲劳寿命。对于那些在横截面中所占比例不大的球形孔隙,所产生的应力集中与孔隙尺寸无关,且过小,无法解释观察到的裂纹萌生现象。因此,裂纹必定是在诸如显影剂颗粒或额外孔隙等其他应力集中源处萌生的。对于大孔隙,随着样本剩余横截面的减小,应力会增加,这可能解释了手工搅拌骨水泥中观察到的疲劳强度降低的大部分原因。尽管裂纹萌生可能在很大程度上与孔隙尺寸无关,但对裂纹扩展速率存在影响。预计裂纹在较大孔隙周围扩展得更快,因为它们在孔隙周围的应力集中区域停留的时间更长。这种影响可能解释了在没有大孔隙的样本中观察到的孔隙率与疲劳寿命之间的关系。由于孔隙率似乎对裂纹扩展的影响大于对裂纹萌生的影响,在高循环临床疲劳(可能主要由萌生控制)中,它可能比在短时间的实验室测试中危害更小。