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用环刚度法评价圆竹径向抗压力学性能

张文福, 江泽慧, 王戈, 程海涛, 张丹

张文福, 江泽慧, 王戈, 程海涛, 张丹. 用环刚度法评价圆竹径向抗压力学性能[J]. 北京林业大学学报, 2013, 35(1): 119-122.
引用本文: 张文福, 江泽慧, 王戈, 程海涛, 张丹. 用环刚度法评价圆竹径向抗压力学性能[J]. 北京林业大学学报, 2013, 35(1): 119-122.
ZHANG Wen-fu, JIANG Ze-hui, WANG Ge, CHENG Hai-tao, ZHANG Dan. Radial compression mechanical properties of bambooculm by ring stiffness.[J]. Journal of Beijing Forestry University, 2013, 35(1): 119-122.
Citation: ZHANG Wen-fu, JIANG Ze-hui, WANG Ge, CHENG Hai-tao, ZHANG Dan. Radial compression mechanical properties of bambooculm by ring stiffness.[J]. Journal of Beijing Forestry University, 2013, 35(1): 119-122.

用环刚度法评价圆竹径向抗压力学性能

Radial compression mechanical properties of bambooculm by ring stiffness.

  • 摘要: 根据圆竹在实际中的应用情况,本文提出用环刚度法作为圆竹径向抗压力学性能评价的主要指标。通过试验,确定了圆竹环刚度测试试件的长度等于试件的直径,测得毛竹的环刚度在80~180 kN/m2之间,远远大于QB/T 1916—2004中给出的最高级(SN16)。竹材在高度方向上的环刚度从基部到顶部呈增大趋势,4年生毛竹的环刚度优于6年生毛竹的环刚度。竹节可以有效提高圆竹的径向承载能力,带有竹节圆竹的环刚度是无竹节圆竹的2.30倍。在圆竹上加喉箍可以增加其径向破坏应变,而圆竹打孔使得其径向抗压力学性能随孔径的增加呈下降趋势。环刚度法具有测试迅速、可操作性强等特点,可以用于圆竹径向抗压力学性能的评价。
    Abstract: In this paper, Moso bamboo is the main object to study its radial compression mechanical properties of bambooculm by ring stiffness method. It was found that the optimum length of samples was its outer diameter. The ring stiffness of Moso bamboo was 80-180 kN/m2, far greater than QB/T 1916-2004 standard given in the SN16 level. Ring stiffness increased with stem height from bottom to top, but declined after 4-year-old. Bamboo joint can improve the radial compression of bamboo-culm,and that with bamboo joint was about 2.30 times of without. Using hose clamps can improve the strain of bambooculm, but the holes reduce its radial compression performance with the increase of hole diameter. Therefore, it is inferred that ring stiffness can be used as a novel and reliable method for assessing the radial compression mechanical properties of bamboo-culm.
  • 期刊类型引用(1)

    1. 肖虹雁, 岳彩荣. 合成孔径雷达技术在林业中的应用综述. 林业调查规划. 2014(02): 132-137 . 百度学术

    其他类型引用(5)

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  • 被引次数: 6
出版历程
  • 收稿日期:  1899-12-31
  • 修回日期:  1899-12-31
  • 发布日期:  2013-01-29

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