Kadkhodapour J, Montazerian H, Darabi A Ch, Zargarian A, Schmauder S
Department of Mechanical Engineering, Shahid Rajaee Teacher Training University, Tehran, Iran.
School of Engineering, University of British Columbia, Kelowna, BC, Canada.
J Mech Behav Biomed Mater. 2017 Jun;70:28-42. doi: 10.1016/j.jmbbm.2016.09.018. Epub 2016 Sep 16.
Modulating deformation mechanism through manipulating morphological parameters of scaffold internal pore architecture provides potential to tailor the overall mechanical properties under physiological loadings. Whereas cells sense local strains, cell differentiation is also impressed by the elastic deformations. In this paper, structure-property relations were developed for Ti6-Al-4V scaffolds designed based on triply periodic minimal surfaces. 10mm cubic scaffolds composed of 5×5×5 unit cells formed of F-RD (bending dominated) and I-WP (stretching dominated) architectures were additively manufactured at different volume fractions and subjected to compressive tests. The first stages of deformation for stretching dominated structure, was accompanied by bilateral layer-by-layer failure of unit cells owing to the buckling of micro-struts, while for bending dominated structure, namely F-RD, global shearing bands appeared since the shearing failure of struts in the internal architecture. Promoted mechanical properties were found for stretching dominated structure since the global orientation of struts were parallel to loading direction while inclination of struts diminished specific properties for bending dominated structure. Moreover, elastic-plastic deformation was computationally studied by applying Johnson-Cook damage model to the voxel-based models in FE analysis. Scaling analysis was performed for mechanical properties with respect to the relative density thereby failure mechanism was correlated to the constants of power law describing mechanical properties.
通过操纵支架内部孔隙结构的形态参数来调节变形机制,为在生理载荷下定制整体力学性能提供了潜力。虽然细胞感知局部应变,但细胞分化也受到弹性变形的影响。在本文中,针对基于三重周期极小曲面设计的Ti6-Al-4V支架,建立了结构-性能关系。由5×5×5个单元胞组成的10mm立方支架,这些单元胞由F-RD(弯曲主导)和I-WP(拉伸主导)结构构成,以不同的体积分数进行增材制造,并进行压缩试验。对于拉伸主导结构,变形的第一阶段伴随着单元胞的双侧逐层失效,这是由于微支柱的屈曲所致;而对于弯曲主导结构,即F-RD,由于内部结构中支柱的剪切失效,出现了全局剪切带。发现拉伸主导结构的力学性能得到提升,因为支柱的全局取向与加载方向平行,而支柱的倾斜降低了弯曲主导结构的特定性能。此外,通过在有限元分析中将Johnson-Cook损伤模型应用于基于体素的模型,对弹塑性变形进行了计算研究。对力学性能相对于相对密度进行了缩放分析,从而将失效机制与描述力学性能的幂律常数相关联。