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首页> 外文期刊>Journal of the mechanical behavior of biomedical materials >Elastic properties and strain-to-crack-initiation of calcium phosphate bone cements: Revelations of a high-resolution measurement technique
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Elastic properties and strain-to-crack-initiation of calcium phosphate bone cements: Revelations of a high-resolution measurement technique

机译:磷酸钙骨水泥的弹性性质和应变 - 裂纹引发:高分辨率测量技术的启示

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Abstract Calcium phosphate cements (CPCs) should ideally have mechanical properties similar to those of the bone tissue the material is used to replace or repair. Usually, the compressive strength of the CPCs is reported and, more rarely, the elastic modulus. Conversely, scarce or no data are available on Poisson's ratio and strain-to-crack-initiation. This is unfortunate, as data on the elastic response is key to, e.g. , numerical model accuracy. In this study, the compressive behaviour of brushite, monetite and apatite cements was fully characterised. Measurement of the surface strains was done using a digital image correlation (DIC) technique, and compared to results obtained with the commonly used built-in displacement measurement of the materials testers. The collected data showed that the use of fixed compression platens, as opposed to spherically seated ones, may in some cases underestimate the compressive strength by up to 40%. Also, the built-in measurements may underestimate the elastic modulus by up to 62% as compared to DIC measurements. Using DIC, the brushite cement was found to be much stiffer (24.3 ± 2.3 GPa) than the apatite (13.5 ± 1.6 GPa) and monetite (7.1 ± 1.0 GPa) cements, and elastic moduli were inversely related to the porosity of the materials. Poisson's ratio was determined to be 0.26 ± 0.02 for brushite, 0.21 ± 0.02 for apatite and 0.20 ± 0.03 for monetite. All investigated CPCs showed low strain-to-crack-initiation (0.17–0.19%). In summary, the elastic modulus of CPCs is substantially higher than previously reported and it is concluded that an accurate procedure is a prerequisite in order to properly compare the mechanical properties of different CPC formulations. It is recommended to use spherically seated platens and measuring the strain at a relevant resolution and on the specimen surface. Highlights ? Strains should be measured at a relevant resolution and on specimen surface. ? Surface strains in calcium phosphate cements were determined by DIC. ? Average values of elastic modulus determined by DIC ranged between 7–24 GPa. ? Average values of Poisson's ratio ranged between 0.20–0.26. ? Cracks start to appear at strain levels of 0.17–0.19%. ]]>
机译:摘要磷酸钙水泥(CPC)应理想地具有与材料用于更换或修复的骨组织的机械性能。通常,报告CPC的抗压强度,并且越来越少,弹性模量。相反,稀缺或无数据可用于泊松比和应变对裂纹启动。这是不幸的,因为弹性响应的数据是关键,例如, ,数值模型精度。在该研究中,充分表征了黑铅矿,甘油石和磷灰石水泥的压缩行为。使用数字图像相关(DIC)技术进行表面株的测量,并与用材料测试仪的常用内置位移测量获得的结果相比。所收集的数据显示,使用固定压缩压板,而不是球形坐着的压缩压板,可能在某些情况下低至40%的抗压强度。而且,与DIC测量相比,内置测量可以低至62%低至62%。使用DIC,磷灰石水泥比磷灰石(13.5±1.6GPa)和氯酸盐(7.1±1.0GPa)水泥更硬(24.3±2.3GPa),弹性模量与材料的孔隙率成反比。泊松的比例为石棉的比例为0.26±0.02,磷灰石0.21±0.02,为每种脂肪石为0.20±0.03。所有调查的CPC都显示出低应变裂解 - 裂缝引发(0.17-0.19%)。总之,CPC的弹性模量显着高于先前报道,并且得出结论,准确的程序是妥善比较不同CPC配方的机械性能的先决条件。建议使用球形坐着的压板并以相关的分辨率和样品表面测量应变。强调 ?应在相关分辨率和标本表面上测量菌株。还通过DIC测定磷酸钙水泥中的表面菌株。还由DIC确定的弹性模量的平均值范围在7-24GPa之间。还泊松比的平均值范围在0.20-0.26之间。还裂缝开始出现在菌株水平为0.17-0.19%。 ]]>

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