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填料含量对玻璃增强骨水泥静态性能的影响。

Influence of filler content on static properties of glass-reinforced bone cement.

作者信息

Vallo C I

机构信息

Institute of Materials Science and Technology (INTEMA), Universidad Nacional de Mar del Plata-National Research Council (CONICET), Av. Juan B. Justo 4302, (7600) Mar del Plata, Argentina.

出版信息

J Biomed Mater Res. 2000;53(6):717-27. doi: 10.1002/1097-4636(2000)53:6<717::aid-jbm15>3.0.co;2-h.

Abstract

A commercial acrylic bone cement was modified by the incorporation of different weight fractions of glass spheres. The influence of the filler proportion on the mechanical behavior was assessed. Composite cements were prepared by replacing part of the powder phase of the cement by an equivalent weight of glass particles, which resulted in an increase in the liquid-to-powder (L/P) ratio of the polymeric matrix. Dynamic mechanical analysis revealed an increase in residual monomer content with increasing filler proportion as a consequence of the increase in L/P. Flexural, compressive, and fracture properties of the cement with varying amounts of glass particles were measured. It was found that up to 50 wt% glass particles could be added with significant increases in flexural modulus and fracture toughness. The mechanical behavior was explained in terms of both the reinforcing effect of the filler and the plasticizing effect of the monomer. Glass-filled bone cements displayed superior workability compared with the standard cement, which was attributed to a decrease in the viscosity of the initial mix and the surface characteristics of the glass particles. The observed increase in fracture toughness could be rationalized through the application of proposed mechanisms for toughening of particle-reinforced polymers.

摘要

一种商用丙烯酸骨水泥通过掺入不同重量分数的玻璃微球进行了改性。评估了填料比例对力学性能的影响。通过用等重量的玻璃颗粒替代水泥的部分粉末相来制备复合水泥,这导致聚合物基体的液粉比(L/P)增加。动态力学分析表明,由于L/P增加,残余单体含量随填料比例的增加而增加。测量了含有不同量玻璃颗粒的水泥的弯曲、压缩和断裂性能。发现添加高达50 wt%的玻璃颗粒可使弯曲模量和断裂韧性显著增加。从填料的增强作用和单体的增塑作用两方面对力学性能进行了解释。与标准水泥相比,玻璃填充骨水泥表现出更好的加工性能,这归因于初始混合物粘度的降低和玻璃颗粒的表面特性。观察到的断裂韧性增加可以通过应用提出的颗粒增强聚合物增韧机制来解释。

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