论文标题
柔软架构床单中极端变形的系统两尺度图像分析
Systematic two-scale image analysis of extreme deformations in soft architectured sheets
论文作者
论文摘要
架构材料的多尺度性质增加了适合识别其有效特性的先进实验方法的需求,尤其是当它们的大小是有限的并且经历极端变形时。目前的工作表明,最先进的图像处理方法与数值和分析模型相结合,对这些固体及其全球行为提供了全面的定量描述,包括边界条件的影响,制造过程的影响以及几何和组成型非线性。为此,使用了改编的多尺度数字图像相关分析来跟踪材料的局部和全局(均质化)量表的单位电池特定特征的伸长和旋转。这允许以前所未有的清晰度观察结构中各种单位细胞的应变,并检测均质化应变分布的全局变形模式和异质性。此处在这里进行了极端纵向和剪切变形的弹性板上的证明。将这些实验结果与非线性有限元模拟进行了比较,这些元件模拟也用于评估制造不完美对响应的影响。然后从实验中提取结构固体的骨骼表示,并用于创建一个纯粹的基因桁架模型,该模型可以准确捕获其行为。可以扩展这项工作中提出的分析,以指导设计具有其他常规,准定型或分级模式的二维架构固体的设计,并受到其他类型的负载。
The multi-scale nature of architectured materials raises the need for advanced experimental methods suitable for the identification of their effective properties, especially when their size is finite and they undergo extreme deformations. The present work demonstrates that state-of-the art image processing methods combined with numerical and analytical models provide a comprehensive quantitative description of these solids and their global behaviour, including the influence of the boundary conditions, of the manufacturing process, and of geometric and constitutive non-linearities. To this end, an adapted multi-scale digital image correlation analysis is used to track both elongations and rotations of particular features of the unit cell at the local and global (homogenized) scale of the material. This permits to observe with unprecedented clarity the strains for various unit cells in the structure and to detect global deformation patterns and heterogeneities of the homogenized strain distribution. This method is here demonstrated on elastic sheets undergoing extreme longitudinal and shear deformations. These experimental results are compared to non-linear finite element simulations, which are also used to evaluate the effects of manufacturing imperfections on the response. A skeletal representation of the architectured solid is then extracted from the experiments and used to create a purely-kinematic truss-hinge model that can accurately capture its behaviour. The analysis proposed in this work can be extended to guide the design of two-dimensional architectured solids featuring other regular, quasi-regular or graded patterns, and subjected to other types of loads.