Size and Geometry Effects on Rock Fracture Toughness: Mode I Fracture

被引:107
|
作者
Ayatollahi, M. R. [1 ]
Akbardoost, J. [1 ]
机构
[1] Iran Univ Sci & Technol, Sch Mech Engn, Ctr Excellence Expt Solid Mech & Dynam, Fatigue & Fracture Lab, Tehran 16846, Iran
关键词
Rock fracture toughness; Size effect; Geometry effect; Iranian white marble; MMTS criterion; TIP ASYMPTOTIC FIELD; HIGHER-ORDER TERMS; LIMESTONE ROCK; CONCRETE; SPECIMEN; STRENGTH; STRESSES; ENERGY; ZONE;
D O I
10.1007/s00603-013-0430-7
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In this paper, the effects of specimen size and geometry on the apparent mode I fracture toughness (K (c)) of an Iranian white marble (Neyriz) are studied. A number of fracture tests were conducted on center-cracked circular disk (CCCD) specimens with different radii to investigate the size effects on K (c). The experimental results demonstrate that the apparent fracture toughness increases in bigger specimens. In order to explain the experimental results, the modified maximum tangential stress (MMTS) criterion is used, where higher order terms of the Williams' series expansion are included in the maximum tangential stress criterion. It is shown that the MMTS criterion provides good estimates for the apparent fracture toughness of Neyriz marble, obtained from fracture tests of edge-cracked triangular specimens. It is, therefore, concluded that the proposed criterion is able to account for the size and geometry effects on the fracture resistance of rocks simultaneously.
引用
收藏
页码:677 / 687
页数:11
相关论文
共 50 条
  • [1] 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
  • [2] Geometry and loading effects on pure mode II fracture toughness of rock materials
    Aliha, M.R.M.
    Ayatollahi, M.R.
    Smith, D.J.
    Pavier, M.J.
    [J]. 45th US Rock Mechanics / Geomechanics Symposium, 2011,
  • [3] Size effect of the mode II fracture toughness of rock
    Rao, QH
    Li, C
    Stillborg, B
    Sun, ZQ
    [J]. ROCK MECHANICS FOR INDUSTRY, VOLS 1 AND 2, 1999, : 1117 - 1123
  • [4] 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
  • [5] Mode I fracture toughness of rock under confining pressure
    Stoeckhert, F.
    Brenne, S.
    Molenda, M.
    Alber, M.
    [J]. ROCK MECHANICS AND ROCK ENGINEERING: FROM THE PAST TO THE FUTURE, VOL 1, 2016, : 313 - 318
  • [6] Effect of size and anisotropy on mode I fracture toughness of coal
    Sun, Zhuang
    Zhao, Yixin
    Gao, Yirui
    Gao, Sen
    Elmo, Davide
    Wei, Xindong
    [J]. THEORETICAL AND APPLIED FRACTURE MECHANICS, 2024, 129
  • [7] Geometry and size effects on fracture trajectory in a limestone rock under mixed mode loading
    Aliha, M. R. M.
    Ayatollahi, M. R.
    Smith, D. J.
    Pavier, M. J.
    [J]. ENGINEERING FRACTURE MECHANICS, 2010, 77 (11) : 2200 - 2212
  • [8] Mode I rock fracture toughness with different types of brazilian disc
    于海勇
    金智新
    景海河
    [J]. International Journal of Coal Science & Technology, 2004, (02) : 31 - 33
  • [9] Influence of specimen geometry on mode I fracture toughness of asphalt concrete
    Si Fuan
    Ma Ke
    Liu Kanghe
    Li Kun
    Aliha, M. R. M.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2021, 276
  • [10] New Development to Measure Mode I. Fracture Toughness in Rock
    Hadei, Mir Raouf
    Kemeny, John
    Ghazvinian, Abdolhadi
    Rezaiepoor, Abolfazl
    Sarfarazi, Vahab
    [J]. PERIODICA POLYTECHNICA-CIVIL ENGINEERING, 2017, 61 (01): : 51 - 55