The fracture behaviour of fresh bamboo under uniaxial compressive loading condition

被引:0
|
作者
Gyansah, L. [1 ]
Akinwonmi, A.S. [1 ]
Affam, M. [2 ]
机构
[1] Department of Mechanical Engineering, University of Mines and Technology, Tarkwa, Ghana
[2] Department of Geological Engineering, University of Mines and Technology, Tarkwa, Ghana
关键词
Bamboo - Microstructure - Fracture mechanics - Moisture - Moisture determination - Crushing - Deformation;
D O I
暂无
中图分类号
学科分类号
摘要
This study investigates the development of the crushing strength of fresh Bamboo samples (Bambusa vulgaris). Crushing strength experiment was performed using Uniaxial Compression Machine. The data is plotted as crushing stress versus height, load versus time of failure and crushing stress versus thickness. Microstructures were also analyzed. Moisture content of bamboo was carried out to know the effect of moisture on the crushing strength. Results show that, increase in height reduces the strength of the bamboo and vice versa. Increase in moisture content increases the strength of the Bamboo. The height of the fresh bamboo decreases as the crushing load increases and the time of failure also increase. The effect of thickness does not depend on only the crushing stress but also the amount of moisture in the bamboo. The crushing stresses for a height of 250, 210, 170, 130, and 90 mm were 51.3093, 71.1447, 74.5867, 79.5905 and 85.2036 MPa, respectively. The cup zone, the cone zone and the cylindrical zone experienced several crack initiations. The microstructure shows a contour-like pattern due to the extent of deformation caused by the subjected load on the bamboo. The deformations in these cases were severe with few brownish-dark areas representing the stress concentration areas. © Maxwell Scientific Organization, 2010.
引用
收藏
页码:720 / 726
相关论文
共 50 条
  • [41] Uniaxial compressive behaviour of an isotropic graphite
    Cosculluela, A
    Farre, J
    JOURNAL DE PHYSIQUE IV, 1997, 7 (C3): : 471 - 476
  • [42] Mechanical behavior of sandstone under uniaxial constant cyclical compressive and tensile loading
    Zhao, Baoyun
    Liu, Dongyan
    Liu, Wei
    ARABIAN JOURNAL OF GEOSCIENCES, 2018, 11 (17)
  • [43] PATH AND KINETICS OF BRANCHING FROM DEFECTS UNDER UNIAXIAL AND BIAXIAL COMPRESSIVE LOADING
    BARQUINS, M
    PETIT, JP
    MAUGIS, D
    GHALAYINI, K
    INTERNATIONAL JOURNAL OF FRACTURE, 1992, 54 (02) : 139 - 163
  • [44] Stress-strain Model of Corroded Concrete under Uniaxial Compressive Loading
    Chen Zhaohui
    Huang He
    Zhai Yunqiong
    JOURNAL OF WUHAN UNIVERSITY OF TECHNOLOGY-MATERIALS SCIENCE EDITION, 2010, 25 (02): : 303 - 307
  • [45] Study of Mechanical Properties and Constitutive Relations of UHPC Under Uniaxial Compressive Loading
    Luo, Min
    Lin, Peng-Zhen
    Yang, Zi-Jiang
    Bridge Construction, 2020, 50 (05): : 62 - 67
  • [46] Comparison of dynamic capabilities of granite and concrete under uniaxial impact compressive loading
    Zhai, Yue
    Ma, Guowei
    Zhao, Junhai
    Hu, Changming
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2007, 26 (04): : 762 - 768
  • [47] Stress-strain Model of Corroded Concrete under Uniaxial Compressive Loading
    陈朝晖
    黄河
    Journal of Wuhan University of Technology(Materials Science), 2010, 25 (02) : 303 - 307
  • [49] Strength degradation of nonrandom porous ceramic structures under uniaxial compressive loading
    Hattiangadi, A
    Bandyopadhyay, A
    JOURNAL OF THE AMERICAN CERAMIC SOCIETY, 2000, 83 (11) : 2730 - 2736
  • [50] Compressive behavior of reinforced concrete columns with recycled aggregate under uniaxial loading
    Choi, Won-Chang
    Yun, Hyun-Do
    ENGINEERING STRUCTURES, 2012, 41 : 285 - 293