弯曲斜壁和直斜壁胞格结构的比较

Matthew DiPalma, F. Gandhi
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引用次数: 1

摘要

本文比较了具有直斜壁和弯斜壁的六角形胞点阵结构,胞角在15-60°之间,壁厚比在5-20%之间。对于y方向的加载,弯曲的倾斜壁表现出更高的模量,在最大的单元角度(60度)时增加最大。相反,对于x方向的加载,弯曲的倾斜壁表现出较低的模量,在最低的单元角度(15度)时下降最大。通过实验证明了具有直斜壁和弯曲斜壁的细胞之间的刚度预测差异。y模量的增加和x模量的减少与弯曲倾斜的墙有关,这是由于墙连接处的墙斜率较低。在连接处,弯曲壁细胞的峰值应力通常比直壁细胞低。在x向和y向加载时,减小量均超过25%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Comparison of Cellular Lattices Structures with Curved and Straight Inclined Walls
This paper compares hexagonal cellular lattice structures with straight and curved inclined walls, with cell angles varying between 15-60 deg, and wall thickness ratios between 5-20%. For loading in the y-direction, curved inclined walls exhibited in a higher modulus, with the largest increases at the highest cell angles examined (60 deg). Conversely, for loading in the x-direction, curved inclined walls exhibit a lower modulus with the greatest decreases at the lowest cell angles examined (15 deg). The predicted differences in stiffness between cells with straight and curved inclined walls is experimentally demonstrated. The increase in y-modulus as well as the reduction in x-modulus with the curved inclined walls is attributed to the lower wall slope at the wall junctions. The peak vonMises stress at the junctions is generally lower for curved wall cells than for straight wall cells. The reduction exceeds 25% for loading both in the x-direction and y-direction.
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