Bioengineering Science Research Group, Faculty of Engineering and the Environment, University of Southampton, Southampton SO17 1BJ, UK.
J Mech Behav Biomed Mater. 2012 Sep;13:85-92. doi: 10.1016/j.jmbbm.2012.04.012. Epub 2012 Apr 27.
Acrylic bone cement has been established as a method of fixation of load-bearing orthopaedic implants for nearly five decades, and has produced excellent long term clinical results. However, increasing patient BMI values and longer life expectancies are placing ever greater demands on joint replacements, so there is a need to further improve the performance of cemented fixation. Damage accumulation in the in vivo cement mantle due to initiation and coalescence of fatigue micro-cracks has been implicated in the aseptic loosening and failure of implants. While the effect of porosity on crack initiation processes has been widely reported, the relative influence of different radiopacifying agents is less well studied. In particular, barium sulphate radiopacifier particles have been reported to form large agglomerates within the cement that have been linked to initiation of fatigue cracks in vitro. However, there appears to be little understanding of the micromechanical aspects of cement failure due to barium sulphate agglomeration. The present study utilised micro-computed tomography (μCT) and field emission gun scanning electron microscopy (FEG-SEM), alongside mechanical testing, to provide a systematic, quantitative assessment of the effect of barium sulphate agglomeration on crack initiation processes in a conventional, vacuum-mixed acrylic cement. Three-dimensional characterisation of defect populations was performed, with agglomerates of barium sulphate particles found to be large (up to 0.37 mm equivalent spherical diameter), present at spatial densities up to 22 per mm³, and evenly distributed through each cement specimen. Fatigue cracks consistently initiated at the largest agglomerates; furthermore, fatigue life was found to scale consistently with largest defect size. As such, the tendency of barium sulphate particles to agglomerate is clearly evidenced to be detrimental to the fatigue performance of this cement in vitro. Optimisation of mixing techniques and/or cement formulations containing barium sulphate may therefore be advantageous to reduce the formation of agglomerates and their potential effects in vivo.
丙烯酸骨水泥作为一种固定承重骨科植入物的方法已经有近五十年的历史了,并且已经取得了非常好的长期临床效果。然而,患者 BMI 值的增加和预期寿命的延长对关节置换提出了更高的要求,因此需要进一步提高粘结固定的性能。在体内水泥覆盖层中,由于疲劳微裂纹的萌生和聚合,导致了水泥覆盖层的损伤积累,这被认为是植入物无菌松动和失效的原因。虽然多孔性对裂纹萌生过程的影响已经被广泛报道,但不同射线不透射剂的相对影响研究得较少。特别是,硫酸钡射线不透射剂颗粒在水泥中形成大的团聚体,这些团聚体已被证明与体外疲劳裂纹的萌生有关。然而,由于硫酸钡团聚体,对于水泥失效的细观力学方面似乎了解甚少。本研究利用微计算机断层扫描(μCT)和场发射枪扫描电子显微镜(FEG-SEM)以及力学测试,对常规真空混合丙烯酸水泥中硫酸钡团聚体对裂纹萌生过程的影响进行了系统的定量评估。对缺陷群进行了三维特征化,发现硫酸钡颗粒团聚体很大(最大等效球直径达 0.37mm),空间密度高达 22 个/mm³,并且在每个水泥试件中均匀分布。疲劳裂纹总是在最大的团聚体处萌生;此外,疲劳寿命与最大缺陷尺寸一致地呈比例关系。因此,硫酸钡颗粒团聚的趋势显然对这种水泥的体外疲劳性能有害。因此,优化混合技术和/或含有硫酸钡的水泥配方可能有利于减少团聚体的形成及其在体内的潜在影响。