Yang Weizhu, Gao Zongzhan, Yue Zhufeng, Li Xiaodong, Xu Baoxing
Department of Engineering Mechanics, Northwestern Polytechnical University, Xi'an, Shaanxi 710072, People's Republic of China.
Department of Mechanical and Aerospace Engineering, University of Virginia, Charlottesville, VA 22904, USA.
Proc Math Phys Eng Sci. 2019 Aug;475(2228):20190234. doi: 10.1098/rspa.2019.0234. Epub 2019 Aug 28.
An auxetic design is proposed by soft-hard material integration and demonstrate negative Poisson's ratio (NPR) can be achieved by leveraging unique rotation features of non-connected hard particles in a soft matrix. A theoretical mechanics framework that describes rotation of hard particles in a soft matrix under a mechanical loading is incorporated with overall Poisson's ratio of the soft-hard integrated metamaterials. The theoretical analysis shows that the auxetic behaviour of the soft-hard integrated structures not only relies critically on geometry of particles, but also depends on their periodic arrangements in the soft matrix. Extensive finite-element analyses (FEA) are performed and validate the theoretical predictions of hard-particle rotation and overall Poisson's ratio of soft-hard integrated structures. Furthermore, uniaxial tensile tests are carried out on three-dimensional printed soft-hard integrated structures and confirm auxetic behaviour of soft-hard integrated structures enabled by the rotation of hard particles. Besides, Poisson's ratio varies nonlinearly with the thickness of specimens and reaches a maximum NPR far out of the bounds of plane stress and plane strain situations, which agrees well with FEA. This work provides a theoretical foundation for the design of mechanical metamaterials enabled by soft-hard material integration with auxetic deformation behaviour.
通过软硬材料集成提出了一种拉胀设计,并证明利用软基体中不相连硬颗粒的独特旋转特性可以实现负泊松比(NPR)。描述机械载荷作用下软基体中硬颗粒旋转的理论力学框架与软硬集成超材料的整体泊松比相结合。理论分析表明,软硬集成结构的拉胀行为不仅严重依赖于颗粒的几何形状,还取决于它们在软基体中的周期性排列。进行了广泛的有限元分析(FEA),验证了硬颗粒旋转和软硬集成结构整体泊松比的理论预测。此外,对三维打印的软硬集成结构进行了单轴拉伸试验,证实了硬颗粒旋转使软硬集成结构具有拉胀行为。此外,泊松比随试样厚度非线性变化,并达到远超出平面应力和平面应变情况范围的最大负泊松比,这与有限元分析结果吻合良好。这项工作为通过软硬材料集成实现具有拉胀变形行为的机械超材料设计提供了理论基础。