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基于三重周期极小曲面结构设计的梯度孔隙率支架的增材制造与力学表征

Additive manufacturing and mechanical characterization of graded porosity scaffolds designed based on triply periodic minimal surface architectures.

作者信息

Afshar M, Anaraki A Pourkamali, Montazerian H, Kadkhodapour J

机构信息

Mechanical Engineering Department, Shahid Rajaee Teacher Training University, Tehran 16758-136, Iran.

Mechanical Engineering Department, Shahid Rajaee Teacher Training University, Tehran 16758-136, Iran; Institute for Materials Testing, Materials Science and Strength of Materials (IMWF), University of Stuttgart, Stuttgart, Germany.

出版信息

J Mech Behav Biomed Mater. 2016 Sep;62:481-494. doi: 10.1016/j.jmbbm.2016.05.027. Epub 2016 May 28.

Abstract

Since the advent of additive manufacturing techniques, triply periodic minimal surfaces have emerged as a novel tool for designing porous scaffolds. Whereas scaffolds are expected to provide multifunctional performance, spatially changing pore patterns have been a promising approach to integrate mechanical characteristics of different architectures into a unique scaffold. Smooth morphological variations are also frequently seen in nature particularly in bone and cartilage structures and can be inspiring for designing of artificial tissues. In this study, we carried out experimental and numerical procedures to uncover the mechanical properties and deformation mechanisms of linearly graded porosity scaffolds for two different mathematically defined pore structures. Among TPMS-based scaffolds, P and D surfaces were subjected to gradient modeling to explore the mechanical responses for stretching and bending dominated deformations, respectively. Moreover, the results were compared to their corresponding uniform porosity structures. Mechanical properties were found to be by far greater for the stretching dominated structure (P-Surface). For bending dominated architecture (D-Surface), although there was no global fracture for uniform structures, graded structure showed a brittle fracture at 0.08 strain. A layer by layer deformation mechanism for stretching dominated structure was observed. For bending dominated scaffolds, deformation was accompanied by development of 45° shearing bands. Finite element simulations were also performed and the results showed a good agreement with the experimental observations.

摘要

自从增材制造技术出现以来,三重周期极小曲面已成为设计多孔支架的一种新型工具。虽然支架预期要具备多功能性能,但空间变化的孔隙模式一直是将不同结构的力学特性整合到一个独特支架中的一种有前景的方法。平滑的形态变化在自然界中也经常可见,尤其是在骨骼和软骨结构中,并且对人造组织的设计可能具有启发性。在本研究中,我们开展了实验和数值程序,以揭示两种不同数学定义孔隙结构的线性梯度孔隙率支架的力学性能和变形机制。在基于三重周期极小曲面的支架中,分别对P面和D面进行梯度建模,以探究拉伸主导变形和弯曲主导变形的力学响应。此外,将结果与其相应的均匀孔隙率结构进行了比较。结果发现,拉伸主导结构(P面)的力学性能要远优于其他结构。对于弯曲主导结构(D面),虽然均匀结构没有整体断裂,但梯度结构在0.08应变时出现了脆性断裂。观察到拉伸主导结构存在逐层变形机制。对于弯曲主导的支架,变形伴随着45°剪切带的发展。还进行了有限元模拟,结果与实验观察结果吻合良好。

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