抗弯强度
材料科学
复合材料
弯曲模量
复合数
有孔小珠
水泥
抗压强度
乙二醇
威布尔模量
聚合
聚合物
化学工程
工程类
作者
Claudia I. Vallo,Gustavo A. Abraham,T. R. Cuadrado,Julio San Román
摘要
Abstract Cross‐linked PMMA beads were prepared with the use of two cross‐linking agents with different chain lengths: triethylene glycol dimethacrylate (TEGDMA) and poly(ethylene glycol) dimethacrylate (PEGDMA). Beads containing 10 wt % TEGDMA and 2, 5, and 10 wt % PEGDMA were synthesized by suspension polymerization. Experimental cement formulations were prepared by replacing part of the PMMA powder phase by an equivalent weight of the cross‐linked beads. The mechanical behavior of the modified cements was carried out by testing the cements in flexure and compression. All cements displayed a higher flexural modulus, which was accompanied with a slight decrease in the flexural strength. The two‐parameter Weibull model, which was used to analyze the flexural strength data, gave a good representation of the fracture load distribution. In cements prepared with beads containing 2 and 5 wt % PEGDMA and 10 wt % TEGDMA, no improvement in the flexural strength was observed. Debonding of the particles from the matrix was considered responsible for the decreased flexural strength. On the contrary, cements prepared with different proportions of beads containing 10 wt % PEGDMA resulted in a markedly increased flexural strength compared with the unmodified cement. An improved reinforcing effect of the cross‐linked beads and a significant degree of bonding with the matrix in these cements account for the superior flexural strength compared with the other composite cements tested. © 2004 Wiley Periodicals, Inc. J Biomed Mater Res Part B: Appl Biomater 70B: 407–416, 2004
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