Size effect of the mode II fracture toughness of rock

被引:0
|
作者
Rao, QH [1 ]
Li, C [1 ]
Stillborg, B [1 ]
Sun, ZQ [1 ]
机构
[1] Lulea Univ Technol, Div Rock Mech, S-95187 Lulea, Sweden
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A new method, compression-shear test, has been developed for determining the mode II fracture toughness K-IIC of rock. The effect of the specimen thickness B, the dimensionless notch length a/W as well as the notch inclination angle alpha on the determination of K-IIC has been experimentally studied. The results show that the apparent mode II fracture toughness K-C decreases as B and a/W increase and becomes constant when B greater than or equal to 70mm (i.e. cubic specimen) and a/W > 0.5. The K-C is almost independent of alpha in the range of 65 degrees-75 degrees. The constant K-C is about 2-3 times that of mode I fracture,toughness K-IC and can be considered as the true mode II fracture toughness K-IIC of rock.
引用
收藏
页码:1117 / 1123
页数:7
相关论文
共 50 条
  • [1] Effect of specimen thickness on Mode II fracture toughness of rock
    Qiu-hua Rao
    Zong-qi Sun
    Gui-yao Wang
    Ji-cheng Xu
    Jing-yi Zhang
    [J]. Journal of Central South University of Technology, 2001, 8 : 114 - 119
  • [2] Effect of specimen thickness on mode II fracture toughness of rock
    Rao, Q.-H.
    Sun, Z.-Q.
    Wang, G.-Y.
    Xu, J.-C.
    Zhang, J.-Y.
    [J]. Journal of Central South University of Technology (English Edition), 2001, 8 (02): : 114 - 119
  • [3] Effect of specimen thickness on Mode II fracture toughness of rock
    Rao, QH
    Sun, ZQ
    Wang, GY
    Xu, JC
    Zhang, JY
    [J]. JOURNAL OF CENTRAL SOUTH UNIVERSITY OF TECHNOLOGY, 2001, 8 (02): : 114 - 119
  • [4] Mode II fracture toughness testing of rock
    Rao, QH
    Stillborg, B
    Sun, ZQ
    Wang, GY
    Xu, JC
    [J]. NINTH INTERNATIONAL CONGRESS ON ROCK MECHANICS, VOLS 1 & 2, 1999, : 731 - 734
  • [5] Size and Geometry Effects on Rock Fracture Toughness: Mode I Fracture
    M. R. Ayatollahi
    J. Akbardoost
    [J]. Rock Mechanics and Rock Engineering, 2014, 47 : 677 - 687
  • [6] Size and Geometry Effects on Rock Fracture Toughness: Mode I Fracture
    Ayatollahi, M. R.
    Akbardoost, J.
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2014, 47 (02) : 677 - 687
  • [7] Experimental Research on Size Effect of Mode II Fracture Toughness of Concrete
    Hu, Shaowei
    Hu, Liang
    [J]. CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE II, PTS 1 AND 2, 2013, 438-439 : 229 - +
  • [8] An integrated experimental and numerical study of size effect on the mode I fracture toughness of rock
    Li, Jia-Le
    Wei, Xin-Dong
    Zhao, Gao-Feng
    [J]. ENGINEERING FRACTURE MECHANICS, 2023, 287
  • [9] Effect of specimen thickness on Mode Ⅱ fracture toughness of rock
    RAO Qiu hua 1
    2.River and Sea Department
    [J]. Journal of Central South University, 2001, (02) : 114 - 119
  • [10] Shear fracture (Mode II) toughness measurement of anisotropic rock
    Sun, Dongliang
    Rao, Qiuhua
    Wang, Shanyong
    Shen, Qingqing
    Yi, Wei
    [J]. THEORETICAL AND APPLIED FRACTURE MECHANICS, 2021, 115