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首页> 外文期刊>International Journal of Materials, Mechanics and Manufacturing >Characterization of Gelatin-Carboxymethylcellulose Scaffolds
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Characterization of Gelatin-Carboxymethylcellulose Scaffolds

机译:明胶-羧甲基纤维素支架的表征

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Scaffold is a biocompatible material that helps relieve patients with skin loss symptoms caused by, for example, burns and ulcer. The scaffold also provides suitable condition at the wounded site and promotes faster healing process. In this research, gelatin was selected for scaffold fabrication with additional Carboxymethylcellulose (CMC) for the structural strengthening where freeze drying method was used to form the porous structure. The scaffold was fabricated in various gelatin-CMC ratio for the investigation which was 100:0, 90:10, 80:20, 70:30 and 60:40. The material behavior of this scaffold is likely to be a foam-like hyperelastic material. Therefore, large deformation theory was applied to achieve the engineering stress constitutive equation in forms of Blatz-Ko model. The large deformation theory has been used to derive the constitutive equation to obtain the engineering stress equation in the form of Blatz-Ko hyperelastic model. The mechanical characterization of the scaffold was done by performing compressive test using universal testing machine (UTM). The data obtained from the UTM were used to plot the stress-strain relation. The identification of shear modulus of the scaffold was done using curve fitting method where it is approximately 7% according to the Blatz-Ko model description that it is suitable for infinitesimal strain theory. The physical characterization was done by using scanning electron microscopy (SEM) to investigate pore size of scaffolds. The results obtained showed the appropriate pore size of the scaffold with average pore size of 130 μm to 180 μm.
机译:支架是一种生物相容性材料,可帮助缓解因烧伤和溃疡等引起的皮肤损失症状的患者。支架还在受伤部位提供合适的条件并促进更快的愈合过程。在这项研究中,选择明胶与其他羧甲基纤维素(CMC)一起用于支架制造,以增强结构,其中使用冷冻干燥法形成多孔结构。以各种明胶-CMC比例制造支架,以进行研究,该比例为100:0、90:10、80:20、70:30和60:40。该支架的材料性能可能是泡沫状的超弹性材料。因此,采用大变形理论以Blatz-Ko模型的形式实现了工程应力本构方程。大变形理论已被用来导出本构方程,从而以Blatz-Ko超弹性模型的形式获得工程应力方程。支架的机械特性通过使用通用测试机(UTM)进行压缩测试来完成。从UTM获得的数据用于绘制应力-应变关系。支架的剪切模量的确定是通过曲线拟合方法完成的,根据Blatz-Ko模型的描述,该方法适用于无限小应变理论,约为7%。物理表征是通过使用扫描电子显微镜(SEM)来研究支架的孔径。所获得的结果显示出合适的支架孔径,其平均孔径为130μm至180μm。

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