张虹雨,季洪梅,李小武. 加载速率对毛竹弯曲性能的影响及机制研究[J]. 失效分析与预防,2026,21(2):103-111. doi: 10.3969/j.issn.1673-6214.2026.02.002
    引用本文: 张虹雨,季洪梅,李小武. 加载速率对毛竹弯曲性能的影响及机制研究[J]. 失效分析与预防,2026,21(2):103-111. doi: 10.3969/j.issn.1673-6214.2026.02.002
    ZHANG Hongyu,JI Hongmei,LI Xiaowu. Effect of loading rate on bending performance of moso bamboo[J]. Failure analysis and prevention,2026,21(2):103-111. doi: 10.3969/j.issn.1673-6214.2026.02.002
    Citation: ZHANG Hongyu,JI Hongmei,LI Xiaowu. Effect of loading rate on bending performance of moso bamboo[J]. Failure analysis and prevention,2026,21(2):103-111. doi: 10.3969/j.issn.1673-6214.2026.02.002

    加载速率对毛竹弯曲性能的影响及机制研究

    Effect of Loading Rate on Bending Performance of Moso Bamboo

    • 摘要: 竹子经过数千年的进化形成了从宏观到纳米级的梯度分布结构,使其具有超高的强度以及良好的韧性,为工程材料的结构设计提供了天然的优化模型。本文选取毛竹作为研究材料,对其进行不同方向及不同加载速率下的三点弯曲实验,揭示不同速率下竹子不同层级结构的断裂机制。结果表明:随着加载速率的增大,正向弯曲强度和断裂能逐渐增大,而反向断裂能先增大后减小;正向断口宏观上表现为断裂长度增大并且有着多次偏转和分叉,揭示了其具有高强度高韧性的原因;同时,微观上正向纤维鞘侧断口逐渐趋于平滑,单根纤维正断口由纤维壁的撕裂和片状断裂转变为拔出后断裂和直接断裂,展现了不同加载速率纤维不同的断裂机制。

       

      Abstract: After millennia of evolution, bamboo has developed a multifunctional gradient distribution structure from the macroscopic to the nanoscale. This structure endows it with high strength and good toughness, providing a natural model for optimizing engineered materials and structural designs. Using moso bamboo (phyllostachys edulis) as the target material, this study elucidated the fracture mechanisms at varying strain rates via three-point bending tests under different loading directions and rates. The results demonstrate that as the loading rate increases, the bending strength and fracture energy under the “positive” loading direction gradually increase. In contrast, the fracture energy under the “negative” direction initially increases then decreases. Macroscopically, fracture surfaces from positive loading exhibit increased crack length with multiple deflections and bifurcations, revealing the structural origin of the high strength and toughness. Furthermore, the fiber-sheath fracture surface becomes smoother under positive loading. At the single-fiber level, the failure mode transitions from wall tearing and lamellar splitting to fiber pull-out and direct fracture, indicating distinct failure mechanisms under different loading rates.

       

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