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Analysis of Mesostructure Unit Cells Comprised of Octet-truss Structures

机译:八角形桁架结构的介观晶胞的分析

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A unit truss finite element analysis method allowing non-linear deformation is employed to analyze a unit cell comprised of n~3 octet-truss structures for their stiffness and displacement compared to their relative density under loading. Axial, bending, shearing, and torsion effects are included in the analysis for each strut in the octet-truss structure which is then related to the mesostructure level (unit cell). The versatility of additive manufacturing allows for the fabrication of these complex unit cell truss structures which can be used as building blocks for macro-scale geometries. The finite element calculations are compared to experimental results for samples manufactured on a Stereolithography Apparatus (SLA) out of a standard resin.
机译:采用允许非线性变形的单元桁架有限元分析方法来分析由n〜3个八位八角形桁架结构组成的单元单元的刚度和位移(与载荷下的相对密度相比)。对于八角形桁架结构中的每个撑杆,轴向,弯曲,剪切和扭转效应都包括在分析中,然后与中观结构水平(晶胞)相关。增材制造的多功能性允许制造这些复杂的晶胞桁架结构,这些结构可以用作宏观几何图形的构建基块。将有限元计算结果与由标准树脂在立体光刻设备(SLA)上制造的样品的实验结果进行比较。

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