Influence of the base material on the mechanical behaviors of polycrystal-like meta-crystals

J. Lertthanasarn, C. Liu, M. Pham
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引用次数: 1

Abstract

Architected lattice metamaterials offer extraordinary specific strength and stiffness that can be tailored through the architecture. Meta-crystals mimic crystalline strengthening features in crystalline alloys to obtain high strength and improved post-yield stability of lattice materials. This study investigates synergistic effects of the base material’s intrinsic crystalline microstructure and architected polycrystal-like architecture on the mechanical behavior of architected metamaterials. Four different polygrain-like meta-crystals were fabricated from 316L, Inconel 718 (IN718) and Ti6Al4V via laser powder bed fusion (L-PBF). While the elastic modulus of the meta-crystals did not vary significantly with the base material or the number of meta-grains, the strength of the meta-crystals showed strong increasing correlation with reducing the size of meta-grains. The differences between meta-crystals made by the three alloys were the most substantial in the post-yield behavior, where the 316L meta-crystals were the most stable while Ti6Al4V meta-crystals were the most erratic. The differences in the post-yield behavior were attributed to the base material’s ductility and intrinsic work-hardening. For all base materials, increasing the number of meta-grains improved the post-yield stability of meta-crystals. The tolerance to the processing defects also differed with the base material. Detrimental defects such as the high surface roughness on the downskin of the struts or the large, irregularly shaped pores near the surface of the struts led to early strut fracture in Ti6Al4V meta-crystals. In contrast, ductile IN718 was able to tolerate such defects, enabling the most significant synergistic strengthening across lengthscales to achieve architected materials of low relative density, but with a very high strength and an excellent energy absorption.
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基体材料对类多晶偏晶力学行为的影响
建筑晶格超材料提供了非凡的比强度和刚度,可以通过建筑进行定制。偏晶模拟结晶合金中的结晶强化特征,以获得高强度和改进的晶格材料的屈服后稳定性。本研究研究了基底材料的固有晶体微观结构和建筑类多晶体结构对建筑超材料力学行为的协同效应。以316L、铬镍铁合金718(IN718)和Ti6Al4V为原料,通过激光粉末床熔融(L-PBF)制备了四种不同的类聚晶亚晶。虽然元晶体的弹性模量没有随着基体材料或元晶粒的数量而显著变化,但元晶体的强度随着元晶粒尺寸的减小而表现出强烈的增加相关性。三种合金制备的偏晶之间的后屈服行为差异最大,其中316L偏晶最稳定,而Ti6Al4V偏晶最不稳定。屈服后行为的差异归因于基材的延展性和内在加工硬化。对于所有基体材料,增加偏晶粒的数量提高了偏晶体的屈服后稳定性。对加工缺陷的容忍度也因基材而异。有害缺陷,如支柱的下表皮上的高表面粗糙度或支柱表面附近的大的、不规则形状的孔隙,导致Ti6Al4V偏晶中的早期支柱断裂。相比之下,韧性IN718能够容忍这样的缺陷,使得能够在纵向范围内进行最显著的协同强化,以实现低相对密度但具有非常高的强度和优异的能量吸收的建筑材料。
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来源期刊
Journal of Micromechanics and Molecular Physics
Journal of Micromechanics and Molecular Physics Materials Science-Polymers and Plastics
CiteScore
3.30
自引率
0.00%
发文量
27
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