桁架
刚度
有限元法
悬臂梁
结构工程
格子(音乐)
拓扑优化
拓扑(电路)
计算机科学
物理
机械工程
材料科学
数学
工程类
声学
组合数学
作者
Shengjie Zhao,Dezhuang Song,Nan Wu,Fenghe Wu
出处
期刊:3D printing and additive manufacturing
[Mary Ann Liebert, Inc.]
日期:2022-06-15
卷期号:10 (6): 1361-1370
被引量:6
标识
DOI:10.1089/3dp.2022.0018
摘要
Lattice structures are widely used in lightweight structural components and energy absorption parts. While topology optimization addresses desirable density distribution in lattice structures, there is yet no definitive solution for finding an optimum lattice layout. Since load path analysis can reveal the most efficient route for load transfer, it is preferable to align the lattice trusses with load paths for optimal structural performance. In this work, U* load path analysis is used to tailor the unit cell geometries of body-centered cubic lattice structures. The lattice layout is first determined by stiffness lines and potential lines derived from U* field in the design domain. The truss diameters are then numerically optimized to generate the lattice structure with functionally graded properties. This methodology is validated by a design problem of a cantilever structure. Results from finite element simulations and experimental tests on specimens fabricated by selective laser sintering demonstrate that the U* graded design has a significantly higher specific stiffness and strength compared with the benchmark design with a uniform cell arrangement. This approach enables engineers to create new design concepts of lattice structures with the integration of physically determined load paths.
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