Saha S, Pal S
J Biomed Mater Res. 1983 Nov;17(6):1041-7. doi: 10.1002/jbm.820170613.
Normal and carbon-fiber-reinforced (1 wt. %) bone cement samples were tested in compression at various strain rates. Both the compressive strength and proportional limit increased in general with increasing strain rate. Similar strain-rate sensitivity was also shown by the carbon-fiber-reinforced bone cement. The mechanical properties, namely the modulus of elasticity, the proportional limit, and the compressive strength of the carbon-fiber-reinforced bone cement showed highly significant positive correlations with the strain rate.
对普通骨水泥样本和碳纤维增强（1重量%）骨水泥样本在不同应变率下进行了压缩测试。抗压强度和比例极限总体上都随应变率的增加而增加。碳纤维增强骨水泥也表现出类似的应变率敏感性。碳纤维增强骨水泥的力学性能，即弹性模量、比例极限和抗压强度与应变率呈现出高度显著的正相关。
