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基于数据驱动混杂点阵结构的惯性效应和结构效应竞争机制分析

徐蓉,  胡钰,  丁圆圆,  李科斌,  周风华

徐蓉, 胡钰, 丁圆圆, 李科斌, 周风华. 基于数据驱动混杂点阵结构的惯性效应和结构效应竞争机制分析[J]. 爆炸与冲击, 2026, 46(10): 101501. doi: 10.11883/bzycj-2025-0327
引用本文: 徐蓉, 胡钰, 丁圆圆, 李科斌, 周风华. 基于数据驱动混杂点阵结构的惯性效应和结构效应竞争机制分析[J]. 爆炸与冲击, 2026, 46(10): 101501. doi: 10.11883/bzycj-2025-0327
XU Rong, HU Yu, DING Yuanyuan, LI Kebin, ZHOU Fenghua. Analysis of the competing mechanisms between inertial and structural effects in data-driven hybrid lattice structures[J]. Explosion And Shock Waves, 2026, 46(10): 101501. doi: 10.11883/bzycj-2025-0327
Citation: XU Rong, HU Yu, DING Yuanyuan, LI Kebin, ZHOU Fenghua. Analysis of the competing mechanisms between inertial and structural effects in data-driven hybrid lattice structures[J]. Explosion And Shock Waves, 2026, 46(10): 101501. doi: 10.11883/bzycj-2025-0327

基于数据驱动混杂点阵结构的惯性效应和结构效应竞争机制分析

doi: 10.11883/bzycj-2025-0327
基金项目: 国家自然科学基金(11702152, 12202217);浙江省自然科学基金(LMS25A020009);宁波市科技创新2025重大专项(2022Z202);宁波大学研究生科研创新项目(IF2024026)
详细信息
    作者简介:

    徐 蓉(1998- ),女,博士研究生,2401090049@nbu.edu.cn

    通讯作者:

    丁圆圆(1987- ),男,博士,副教授,dingyuanyuan@nbu.edu.cn

  • 中图分类号: O383

Analysis of the competing mechanisms between inertial and structural effects in data-driven hybrid lattice structures

  • 摘要: 混杂点阵结构通过将不同微结构胞元在空间中进行混杂排布,可实现宏观力学性能的改善,是一种有效的轻质点阵结构设计方法。目前该类结构的微结构设计多集中于准静态力学性能的提升,而在高速冲击载荷下的相关研究较为缺乏,主要原因在于惯性效应会显著影响结构的动态响应,增加多目标协同设计的复杂度。本文中以2种不同相对密度的菱形十二面体胞元结构构建了正交各向同性的四阶双密度混杂点阵结构,采用双向长短期记忆网络建立预测模型,扩展有限元数值模拟所获得的应力-应变曲线数据规模,并通过多维度评价指标验证模型预测的可靠性。基于准静态平面压缩分析了混杂点阵结构的比吸能行为及相应的结构效应;进一步将压缩速度提高至100 m/s的动态加载条件,对比研究了高速冲击下惯性效应对混杂点阵结构动态响应的影响机制。根据混杂点阵结构中胞元混杂程度的不同,分类讨论惯性效应与结构效应之间的竞争与协同关系。通过机器学习方法实现了有限元数据的高效扩展,揭示了动态加载下惯性效应与胞元配比、空间排布之间的内在联系,对混杂点阵结构在抗冲击防护等工程领域的应用具有指导意义。
  • 图  1  基于不同孔隙率菱形十二面体胞元的双密度混杂点阵结构

    Figure  1.  The dual-density hybrid lattice structure formed by rhombic dodecahedron cells with different porosities

    图  2  HOIL中胞元空间位置之间的逻辑映射关系

    Figure  2.  The logical mapping relationship between the spatial positions of HOIL cells

    图  3  含有不同HD胞元数量的HOIL分布以及提取的200个代表性构型的分布

    Figure  3.  Distribution of HOIL containing different HD cell amounts, and distribution of 200 representative configurations

    图  4  5种典型构型在准静态压缩和100 m/s动态平面压缩下的准静态应力-应变曲线

    Figure  4.  Nominal stress-strain curves under quasi-static planar compression and 100 m/s dynamic planar compression for five configurations

    图  5  Bi-LSTM结构预测模型

    Figure  5.  Prediction model of Bi-LSTM architecture

    图  6  最大能量吸收效率标准的局限性

    Figure  6.  Limitations of the maximum energy absorption efficiency standard

    图  7  3种混杂点阵构型的有限元模拟与机器学习模型预测的应力-应变曲线对比

    Figure  7.  Finite element simulation and machine learning model prediction of stress-strain curves for three HOIL configurations

    图  8  Bi-LSTM和有限元方法获得应力点的线性关系

    Figure  8.  Linear relationship between stresses obtained from Bi-LSTM predictions and finite element simulations

    图  9  准静态压缩下HOIL的比吸能随HD胞元数量的变化趋势

    Figure  9.  Variation trend of SEA of HOIL under quasi-static compression with the increase of HD cell amount

    图  10  HOIL的比吸能性能在准静态压缩和100 m/s动态压缩条件下对比

    Figure  10.  Comparison of SEA of HOIL under quasi-static compression and 100 m/s dynamic compression conditions

    图  11  从准静态到动态加载下HOIL的比吸能提升率分布

    Figure  11.  Distribution of specific energy absorption improvement rate of HOIL structures from quasi-static to dynamic conditions

    图  12  HDUL在准静态和动态压缩条件下的塑性变形演化

    Figure  12.  Plastic deformation evolution of HDUL under quasi-static and dynamic planar compression conditions

    图  13  3种混杂点阵结构在准静态和动态压缩条件下的塑性变形演化

    Figure  13.  Plastic deformation evolution of three HOIL configurations under quasi-static and dynamic compression conditions

    表  1  机器学习预测准确性评估指标

    Table  1.   Indicators for evaluating the accuracy of machine learning predictions

    名称 公式 准静态压缩 动态压缩(100 m/s)
    平均相对误差(RE), $ \overline{\left| e\right| } $ $ \left| {e}_{i}\right| =\left|\dfrac{{{{p}_{i}}-y}_{i}}{{y}_{i}}\right|\times 100{\text{%}} $ 6.45% 13.7%
    相对误差分布概率P P(|ei|≤10%) 0.787 0.482
    P(|ei|≤20%) 0.977 0.773
    R² $ {R}^{2}=1-\dfrac{\displaystyle\sum\limits_{i=1}^{N}{\left({y}_{i}-{p}_{i}\right)}^{2}}{\displaystyle\sum\limits_{i=1}^{N}{\left({y}_{i}-\overline{y}\right)}^{2}} $ 0.990 0.971
    均方根误差(RMSE), δ $ \delta =\sqrt{\dfrac{\displaystyle\sum\limits_{i=1}^{N}{\left({y}_{i}-{p}_{i}\right)}^{2}}{N}}\ $ 3.98 MPa 20.6 MPa
    平均绝对误差(MAE), $ \xi $ $ \xi =\dfrac{\displaystyle\sum\limits_{i=1}^{N}\left| {y}_{i}-{p}_{i}\right| }{N} $ 2.33 MPa 8.90 MPa
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  • 收稿日期:  2025-09-29
  • 修回日期:  2026-04-22
  • 网络出版日期:  2026-04-29
  • 刊出日期:  2026-10-01

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