Saha S, Pal S
J Biomed Mater Res. 1986 Jul-Aug;20(6):817-26. doi: 10.1002/jbm.820200612.
Acrylic bone cement is significantly weaker and of lower modulus of elasticity than compact bone. It is also weaker in tension than in compression. This limits its use in orthopedics to areas where tensile stresses were minimum. Many authors have shown that addition of small percentages of fiber reinforcement by hand mixing improved the mechanical properties significantly but with variable results. In this investigation we have examined the mechanical properties of machine-mixed, commercially available carbon-fiber-reinforced bone cement. Appropriate samples of normal low-viscosity cement and carbon-fiber-reinforced cement were prepared and tested mechanically. Carbon fiber increased the tensile strength and modulus by 30% and 35.8% respectively. The compression strength and modulus, however, increased by only 10.7%. Similarly, bending and shear strengths improved by 29.5% and 18.5%, respectively. Diametral compression strength, which is an indirect measure of tensile strength, however, showed only 6.2% improvement. The maximum temperature rise during polymerization was also reduced significantly by the fiber reinforcement.
丙烯酸骨水泥的强度明显低于密质骨,弹性模量也更低。其拉伸强度低于抗压强度。这限制了它在骨科领域仅用于拉应力最小的部位。许多作者表明,通过手工混合添加小百分比的纤维增强材料可显著改善其力学性能,但结果各异。在本研究中,我们检测了机械混合的市售碳纤维增强骨水泥的力学性能。制备了普通低粘度水泥和碳纤维增强水泥的合适样本并进行力学测试。碳纤维分别使拉伸强度和模量提高了30%和35.8%。然而,抗压强度和模量仅提高了10.7%。同样,抗弯强度和抗剪强度分别提高了29.5%和18.5%。作为拉伸强度间接指标的径向抗压强度仅提高了6.2%。纤维增强材料还显著降低了聚合过程中的最高温度上升。