期刊文献+

毛竹顺纹抗拉性质的变异及与气干密度的关系 被引量:16

Variation in Tensile Properties and Relationship between Tensile Properties and Air-Dried Density for Moso Bamboo
下载PDF
导出
摘要 将毛竹轴向分段(4段)、径向分层(6层)取样,研究其顺纹抗拉弹性模量和顺纹抗拉强度的变异规律,顺纹抗拉性质与气干密度之间的关系.结果表明:毛竹的顺纹抗拉弹性模量和顺纹抗拉强度的径向变异很大,不同位置竹材的顺纹抗拉弹性模量为8.49~32.49 GPa,最外层竹材的顺纹抗拉弹性模量约是最内层的3~4倍;不同位置顺竹材顺纹抗强度在115.94~328.15 MPa之间,最外层竹材的顺纹抗强度是最内层的2~3倍.用直线方程预测毛竹顺纹抗拉性质的效果略优于曲线方程的效果. The longitudinal tensile strength and the longitudinal tensile modulus of elasticity were investigated for moso bamboo ( Phyllostachys pubescens) at different heights and radial positions. Results showed that the variation of the longitudinal tensile properties in the radial direction was greater than that in the longitudinal direction. The longitudinal tensile modules of elasticity ranged from 8.49 to 32.49 GPa. The tensile module of elasticity in outer culm was about 3 to 4 times as high as that in inner culm. The longitudinal tensile strength ranged from 115.94 to 328.15 MPa. The tensile strength in the outer is 2 to 3 times as high as that in the inner. Linear and curvilinear regressions were done from tested data of tensile strength and modulus and airdried density in this paper. The linear equation worked a little better than the curvilinear one to predict the longitudinal tensile strength and tensile modulus from air-dried density.
出处 《林业科学》 EI CAS CSCD 北大核心 2006年第3期72-76,共5页 Scientia Silvae Sinicae
基金 国家"十五"科技攻关计划"竹藤资源培育及高效利用产业化技术研究与示范"项目(2001BA506B) 国家林业局"948"项目"特有竹类植物种质资源引进"(2001-19)
关键词 毛竹 气干密度 顺纹抗拉弹性模量 顺纹抗拉强度 moso bamboo( PhyUostachys pubescens) air-dried density tensile modulus of elasticity tensile strength
  • 相关文献

参考文献9

  • 1许凤和.高分子材料力学试验[M].北京:科学出版社,1987..
  • 2杨云芳,刘志坤.毛竹材抗拉弹性模量及抗拉强度[J].浙江林学院学报,1996,13(1):21-27. 被引量:27
  • 3叶民权.竹维管束抗张强度之评估.中华林业季刊,1995,9(1):129-137.
  • 4Armstrong J P,Skaar C,Zeeuwde C.1984.The effect of specific gravity on some mechanical properties of some world woods.Wood Sci Technol,18:137-146
  • 5Forest Products Laboratory.1987.Wood handbook:wood as an engineering material.USDA Forest Service,Washington,DC
  • 6Liska J A.1965.Research progress on the relationships between density and strength.USDA Forest Service,Forest Prod Lab,Madison,WI,89-97
  • 7Newlin J A,Wilson T R C.1919.The relation of the shrinkage and strength properties of wood to its specific gravity.USDA Forest Service.Forest Prod Lab,Madison,WI
  • 8Walton D R,Armstrong J P.1986.Taxonomic and gross anatomic influences on specific gravity-mechanical property relationships.Wood Fiber Sci,18(3):413 -420
  • 9Zhang S Y.1996.Wood Specific gravity-mechanical property relationship at species level.Wood Sci Technol,31:181-191

二级参考文献4

  • 1腰希申,中国主要竹材微观构造,1992年
  • 2洗杏娟,竹子研究汇刊,1990年,9卷,3期,15页
  • 3朱颐龄,复合材料力学,1981年
  • 4喻成鸿,植物学报,1963年,11卷,4期,309页

共引文献33

同被引文献254

引证文献16

二级引证文献121

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部