Experimental Study on the Tensile Properties of Bamboo Related to Its Distribution of Vascular Bundles

被引:19
作者
Huang, Dongsheng [1 ]
Zhou, Aiping [1 ]
Li, Haitao [1 ]
Su, Yi [1 ]
Chen, Guo [1 ]
机构
[1] Nanjing Forestry Univ, Sch Civil Engn, Nanjing, Jiangsu, Peoples R China
来源
NOVEL AND NON-CONVENTIONAL MATERIALS AND TECHNOLOGIES FOR SUSTAINABILITY | 2012年 / 517卷
关键词
Bamboo material; vascular bundle; matrix; composite;
D O I
10.4028/www.scientific.net/KEM.517.112
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Considering bamboo as a 2-phase natural composite made up of vascular bundles (reinforcement or fiber) and matrixes (ground tissues) on the scale of micromechanics. By test of bamboo specimens and analysis of microscopic images of their cross sections, the distribution of vascular bundles along the axial and radial of bamboo culm were investigated. The relations between tensile properties of bamboo and its distribution of vascular bundles were studied. The results show that the vascular bundles are graded distributing along the radius of bamboo culm. The volume fraction of vascular bundles is larger near the outside, and attenuates rapidly to about 40 percent of that at the location away from outer side about 1/3 thickness of bamboo culm, and than slowly reduces to 0 near the inner side of culm. In axial direction, the volume fraction of vascular bundles in the bottom culm is smaller than that in the middle culm where the volume fraction is less variation, and reaches the largest value at the top culm. The tensile moduli and strength of bamboo are linearly related to the volume fraction of vascular bundles. The tensile moduli and the strength of vascular bundle are largely grater than that of matrix. The stiffness and the strength of bamboo are mainly offered by vascular bundles.
引用
收藏
页码:112 / 117
页数:6
相关论文
共 8 条
[1]   Fiber texture and mechanical graded structure of bamboo [J].
Amada, S ;
Ichikawa, Y ;
Munekata, T ;
Nagase, Y ;
Shimizu, H .
COMPOSITES PART B-ENGINEERING, 1997, 28 (1-2) :13-20
[2]   Bamboo as reinforcement in structural concrete elements [J].
Ghavami, K .
CEMENT & CONCRETE COMPOSITES, 2005, 27 (06) :637-649
[3]   ULTIMATE LOAD BEHAVIOR OF BAMBOO-REINFORCED LIGHTWEIGHT CONCRETE BEAMS [J].
GHAVAMI, K .
CEMENT & CONCRETE COMPOSITES, 1995, 17 (04) :281-288
[4]  
Janssen J., 1981, THESIS EINDHOVEN U T
[5]  
JANSSEN JAA, 1988, P 3 INT BAMB WORKSH, P235
[6]   INTELLIGENT FUNCTIONALLY GRADED MATERIAL - BAMBOO [J].
NOGATA, F ;
TAKAHASHI, H .
COMPOSITES ENGINEERING, 1995, 5 (07) :743-751
[7]   Mechanical properties of functionally graded hierarchical bamboo structures [J].
Tan, T. ;
Rahbar, N. ;
Allameh, S. M. ;
Kwofie, S. ;
Dissmore, D. ;
Ghavami, K. ;
Soboyejo, W. O. .
ACTA BIOMATERIALIA, 2011, 7 (10) :3796-3803
[8]   An environmental, economic and practical assessment of bamboo as a building material for supporting structures [J].
van der Lugt, P. ;
van den Dobbelsteen, A. A. J. F. ;
Janssen, J. J. A. .
CONSTRUCTION AND BUILDING MATERIALS, 2006, 20 (09) :648-656