Mechanical performance of solid and sheet network-based stochastic interpenetrating phase composite materials

被引:36
作者
Singh, Agyapal [1 ]
Al-Ketan, Oraib [1 ,2 ]
Karathanasopoulos, Nikolaos [1 ,3 ]
机构
[1] New York Univ NYU, Dept Engn, Abu Dhabi Campus, Abu Dhabi, U Arab Emirates
[2] NYU Abu Dhabi, Core Technol Platforms CTP, Abu Dhabi, U Arab Emirates
[3] NYU, Tandon Sch Engn, Dept Mech & Aerosp Engn, Brooklyn, NY 11201 USA
关键词
Composites; Metamaterials; Stochastic designs; Interpenetrating phase composites (IPCs); Triply periodic minimal surfaces; Additive manufacturing; Digital image correlation; CO-CONTINUOUS COMPOSITES; ENERGY-DISSIPATION; MATRIX COMPOSITES; BEHAVIOR; ARCHITECTURE; SIMULATION; PREDICTION; SCAFFOLDS; FRACTURE; FAILURE;
D O I
10.1016/j.compositesb.2022.110478
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Nature-inspired architected materials premise effective property combinations that are well beyond the limits of classical engineering materials. The current study expands the concept of architected, interpenetrating phase composites (IPC) with regular periodic inner phase reinforcements to the realm of stochastic designs. Schoen's Wrapped Package minimal surface (IWP) is used as base reinforcement phase structure, while implicit functions are employed for the creation of stochastic solid and sheet topologies. The study is performed for various reinforcement volume fractions as low as 20 and up to 40%, using a resin-based 3D printer for the specimen fabrication. The strong directional dependence of the uniaxial properties of regular IWP-based designs is high-lighted, while their linear and nonlinear material attributes are compared with the ones of stochastic architec-tures. It is shown that stochastic, sheet-based single phase and IPC material architectures can yield comparable effective mechanical properties or outperform the energy absorption capacity of regular designs at low volume fraction reinforcements. The stochasticity of the strain fields is experimentally verified through digital image correlation (DIC), associating the arising failure modes with the regular or stochastic nature of the inner rein-forcement phase. Moreover, functionally graded stochastic architectures are engineered and characterized, establishing a fundamental control of the deformation and resulting stress-strain response along a desired ma-terial direction. The high-performing effective material attributes, combined with the directional independence premised by the stochasticity of the IPC metamaterial architectures constitute objectives beyond the performance limits of regular cellular materials, opening new frontiers in the design of advanced structural applications.
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页数:13
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