偏置加载下八重桁架点阵结构的断裂行为

Fracture behavior of octet-truss lattice structures under offset loading

  • 摘要: 八重桁架点阵结构具有轻质高强、高比刚度的特征,是航空航天和汽车等工程领域的优选材料之一。为探究梁型八重桁架点阵结构在偏置加载作用下的断裂行为,通过三点弯曲实验分别研究了偏置与中心加载条件下试件的失效模式,分析了偏置加载下相对密度对结构抗断裂性的影响。基于建立的有限元模型,研究了不同平面杆件的变形模式,并预测了杆长变化对结构断裂行为的影响。研究结果表明,偏置与中心加载条件下相比,极限承载能力提升约44.3%,同时表现出更长的塑性阶段。裂纹在结构单元内逐层扩展,不同平面内的杆件受力状态存在显著差异。其中,Y-Z平面的杆件未出现断裂现象。此外,偏置加载条件下,增加相对密度显著提升了结构的断裂韧性;而增加杆长则可以延长结构的变形阶段。

     

    Abstract: The octet-truss lattice structure is characterized by its lightweight, high strength, and high specific stiffness, making it one of the preferred materials in engineering fields such as aerospace and automotive industries. Three-point bending experiments were conducted to examine the failure modes of specimens under offset loading to investigate the fracture behavior of the beam type octet-truss lattice structure under offset and central loading conditions. The influence of relative density on the fracture resistance of the structure under offset loading was analyzed. Using finite element simulation, the deformation modes of different planar members were studied, and the impact of rod length changes on the structure's fracture behavior was predicted. The study results indicate that, compared to central loading conditions, the ultimate load-bearing capacity under offset loading conditions increases by approximately 44.3%, while also exhibiting a longer plastic phase. Cracks propagate layer by layer within the structural units, and there are significant differences in the stress states of members in different planes. Notably, members in the Y-Z plane do not exhibit fracture. Additionally, under offset loading conditions, increasing the relative density significantly enhances the fracture toughness of the structure, while increasing the rod length extends the deformation phase of the structure.

     

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