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Lattice reinforcement design method based on variable cross-section pillars
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Hao LI1, Kui ZHU1, Fengyong SUN1, 2, Jitai HAN1, 2, Yin LI1
Journal of Mechanical Strength | 2025, 47(3) : 143 - 150
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Journal of Mechanical Strength | 2025, 47(3): 143-150
Optimization·Reliability
Lattice reinforcement design method based on variable cross-section pillars
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Hao LI1, Kui ZHU1, Fengyong SUN1, 2, Jitai HAN1, 2, Yin LI1
Affiliations
  • 1.School of Automation, Nanjing University of Information Science and Technology, Nanjing 210044, China
  • 2.School of Automation, Wuxi University, Wuxi 214105, China
Published: 2025-03-15 doi: 10.16579/j.issn.1001.9669.2025.03.018
Outline
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Body centered cubic (BCC) structure has excellent mechanical properties, but the stress concentration phenomenon at the nodes limits its further development in mechanical properties. At present, the method of adding spherical nodes or variable cross-section pillars is commonly used to alleviate stress concentration at nodes and achieve strengthening design of lattice structures, but there is a lack of research on the influence of the volume ratio of nodes to pillars on the strengthening effect. A new type of variable cross-section pillar based on trigonometric function reduction is designed, and a variable cross-section body centered cubic lattice (VC-BCC) lattice is designed. Dynamic node design is achieved by directly connecting the pillars to explore the optimal node to pillar volume ratio. Theoretical formula estimation of the volume of VC-BCC lattice is carried out, and based on the Timoshenko beam model, the equivalent elastic modulus of VC-BCC lattice is theoretically analyzed. A simplified model is established using the method of equivalent cross-section. Finite element simulation analysis was conducted on VC-BCC lattice with different proportions of node pillars, and lattice specimens were manufactured using selective laser melting technology for quasi-static compression testing. The experimental results show that there is little difference between theoretical calculations and simulation analysis. The maximum stress of the VC-BCC lattice structure is significantly reduced, and the equivalent yield strength is significantly improved. In all analyses, the VC-BCC lattice structure with a variable cross-sectional parameter of 0.6 exhibited excellent performance and had the best overall mechanical properties.

Node reinforcement  /  Lattice structure  /  Body centered cubic  /  Finite element simulation  /  Selective laser melting
Hao LI, Kui ZHU, Fengyong SUN, Jitai HAN, Yin LI. Lattice reinforcement design method based on variable cross-section pillars[J]. Journal of Mechanical Strength, 2025 , 47 (3) : 143 -150 . DOI: 10.16579/j.issn.1001.9669.2025.03.018
  • Wuxi Science and Technology Development Plan(K20221051)
Year 2025 volume 47 Issue 3
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Article Info
doi: 10.16579/j.issn.1001.9669.2025.03.018
  • Receive Date:2024-05-16
  • Online Date:2026-03-17
  • Published:2025-03-15
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History
  • Received:2024-05-16
  • Revised:2024-08-11
Funding
Wuxi Science and Technology Development Plan(K20221051)
Affiliations
    1.School of Automation, Nanjing University of Information Science and Technology, Nanjing 210044, China
    2.School of Automation, Wuxi University, Wuxi 214105, China

Corresponding:

SUN Fengyong, E-mail:
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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