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    王智丰, 周李承. 不同构型集成竹格栅夹芯板抗弯性能[J]. 北京林业大学学报. DOI: 10.12171/j.1000-1522.20240088
    引用本文: 王智丰, 周李承. 不同构型集成竹格栅夹芯板抗弯性能[J]. 北京林业大学学报. DOI: 10.12171/j.1000-1522.20240088
    Wang Zhifeng, Zhou Licheng. Bending performance of laminated bamboo sandwich panels with different lattice cores[J]. Journal of Beijing Forestry University. DOI: 10.12171/j.1000-1522.20240088
    Citation: Wang Zhifeng, Zhou Licheng. Bending performance of laminated bamboo sandwich panels with different lattice cores[J]. Journal of Beijing Forestry University. DOI: 10.12171/j.1000-1522.20240088

    不同构型集成竹格栅夹芯板抗弯性能

    Bending performance of laminated bamboo sandwich panels with different lattice cores

    • 摘要:
      目的 探究不同构型格栅芯体对集成竹格栅夹芯板弯曲性能的影响,选出不同格栅构型中抗弯性能最优的结构,为实际工程提供理论依据,以促进竹材资源的有效利用并推动竹材在工程领域的应用。
      方法 以集成竹为原材料,通过嵌锁法分别设计加工3种具有不同构型(三角形格栅、方形格栅和Kagome形格栅)的集成竹格栅夹芯板。对不同格栅芯体的集成竹格栅夹芯板进行四点弯曲试验,探讨夹芯板结构的受弯性能,分析夹芯板结构在受弯荷载下的破坏机理、跨中挠度、抗弯刚度和极限承载力的变化规律,并对3种不同芯体集成竹格栅夹芯板结构的比强度和比刚度进行对比。同时,采用有限元软件建立集成竹格栅夹芯板四点弯曲试验模型进行数值模拟分析。
      结果 3种不同构型格栅芯体的集成竹格栅夹芯板结构在受弯加载过程中均表现为剪切破坏。三角形集成竹格栅夹芯板的承载能力最好,三角形和Kagome形格栅极限承载力分别为38.7 和27.5 kN,较极限承载力22.5 kN的方形格栅增加了71.9%和22.2%;同时三角形集成竹格栅夹芯板的比强度为133.5 kN·m/kg,较方形(94.6 kN·m/kg)和Kagome形(96.7 kN·m/kg)分别提高了41.2%和38.1%。有限元模型的模拟结果与试验结果较一致,能有效预测集成竹格栅夹芯板的弯曲性能。
      结论 3种格栅构型中三角形集成竹夹芯板弯曲性能最优,能够更好地发挥集成竹轻质高强的性能优势。研究结果可为竹材在工程领域的应用提供一种高效的结构形式及理论依据。

       

      Abstract:
      Objective In order to better utilize and develop bamboo resources and promote its application in the engineering field, the influence of different lattice cores on the bending performance of laminated bamboo sandwich panels was discussed, and the structure with the best bending performance was selected among different lattice configurations, which provides theoretical basis for practical projects.
      Method Three kinds of laminated bamboo sandwich panels with different lattice cores, namely triangular lattice, square lattice and Kagome lattice, were designed and processed with laminated bamboo as raw material by interlocking method in this study. A four-point bending test was carried out on laminated bamboo sandwich panels with different lattice cores, and the bending performance of sandwich panels was discussed. The failure mechanism of sandwich panels under bending load, as well as the variation law of mid-span deflection, bending stiffness and ultimate bearing capacity, were analyzed, and the specific strength and specific stiffness of laminated bamboo sandwich panels with three different core layers were compared. At the same time, a four-point bending test model of laminated bamboo sandwich panels was established by using finite element software, and numerical simulation was carried out.
      Result Three kinds of sandwich panels with different lattice cores all show shear failure during the bending loading, among which the triangular lattice sandwich panel has the best bearing capacity. Compared with the square lattice sandwich panel with the ultimate bearing capacity of 22.5 kN, the ultimate bearing capacity of the sandwich panels with triangular lattice and Kagome lattice is 38.7 and 27.5 kN, increased by 71.9% and 22.2% respectively. The specific strength of the laminated bamboo sandwich panel with triangular lattice is 133.5 kN·m/kg, which is 41.2% and 38.1% higher than that of square lattice and Kagome lattice with specific strength of 94.6 and 96.7 kN·m/kg, respectively. The finite element model is in good agreement with the test results, which can effectively predict the bending performance of the laminated bamboo sandwich panels.
      Conclusion Among the three kinds of lattice cores, the laminated bamboo triangular lattice sandwich panel has the best bending performance, which can better present the lightweight and high-strength advantages of laminated bamboo. The research results can provide an effective structural form and theoretical basis for the application of bamboo in the engineering field.

       

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