Effect of weak inclusions on the fracture toughness of interfaces between various rocks

被引:4
作者
Voznesenskii, A. S. [1 ]
Osipov, Yu. V. [1 ,2 ]
Ushakov, E. I. [1 ]
Semyonov, Ya. G. [1 ]
Vasilevykh, V. V. [1 ]
机构
[1] Natl Univ Sci & Technol MISIS, Min Inst, Leninskii Prospect 4, Moscow 119991, Russia
[2] LLC Gazprom Geotechnol, Stroiteley St,8, bl1, Moscow 119311, Russia
基金
俄罗斯基础研究基金会;
关键词
Fracture toughness; Interfaces; Rock; Gypsum; Flint; FIBER-REINFORCED CONCRETE; STEEL; STRENGTH; FAILURE;
D O I
10.1016/j.engfailanal.2023.107140
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Fracture toughness (FT) is one of the parameters that characterise the tendency of materials to crack and fracture. FT is usable for individual materials (such as metals, concrete, and compos-ites) and the interfaces between them. The fracture toughnesses of interfaces between different rocks or minerals are also of interest when assessing the stability of rock mass in mining and building construction. The novelty of this work is regarding the fracture toughness of interfaces between various types of rocks. Standardized techniques exist for metals, concrete, and composite materials. For rocks, the investigation uses the methodology recommended by the International Society of Rock Mechanics (ISRM). The paper contains the FT values for gypsum stone, flint, as well as for the interfaces between them, which also include interlayers of carbonaceous clays. The regression equation describes dependence of the fracture toughness on the relative area of carbonaceous clays interlayers, with the correlation factor R = -0.714.
引用
收藏
页数:13
相关论文
共 31 条
  • [1] [Anonymous], 1988, INT J ROCK MECH MIN, V25, P71
  • [2] Service-life-prediction and field application of glass fiber-reinforced polymer tubular and solid bolts based on laboratory physical and mechanical assessment
    Benmokrane, Brahim
    Mohamed, Hamdy M.
    Ali, Ahmed H.
    [J]. JOURNAL OF COMPOSITE MATERIALS, 2018, 52 (24) : 3309 - 3323
  • [3] A comprehensive analysis of a pseudo-brittle fracture at the interface of intermetallic of η and steel in aluminum/steel joints made by FSW: Microstructure and fracture behavior
    Beygi, R.
    Carbas, R. J. C.
    Barbosa, A. Q.
    Marques, E. A. S.
    da Silva, L. F. M.
    [J]. MATERIALS SCIENCE AND ENGINEERING A-STRUCTURAL MATERIALS PROPERTIES MICROSTRUCTURE AND PROCESSING, 2021, 824
  • [4] Dynamic Deformation and Fracture Toughness of Pipe Steel
    Bragov, A. M.
    Konstantinov, A. Yu
    Lomunov, A. K.
    Petrov, Yu., V
    Basalin, A., V
    [J]. ECF22 - LOADING AND ENVIRONMENTAL EFFECTS ON STRUCTURAL INTEGRITY, 2018, 13 : 1811 - 1816
  • [5] Interlaminar Fracture Toughness of Short Fibre Reinforced GFRP Laminates
    Chawla, K.
    Ray-Chaudhuri, S.
    Kitey, R.
    [J]. 2ND INTERNATIONAL CONFERENCE ON STRUCTURAL INTEGRITY AND EXHIBITION 2018 (SICE 2018), 2019, 14 : 571 - 576
  • [6] Comparing test methods for the mechanical characterization of fiber reinforced concrete
    Conforti, Antonio
    Minelli, Fausto
    Plizzari, Giovanni A.
    Tiberti, Giuseppe
    [J]. STRUCTURAL CONCRETE, 2018, 19 (03) : 656 - 669
  • [7] Analyzing the failure and damage of FRP composite laminates under high strain rates considering visco-plasticity
    Eskandari, Sina
    Andrade Pires, Francisco M.
    Camanho, Pedro P.
    Cui, Hao
    Petrinic, Nik
    Marques, Antonio T.
    [J]. ENGINEERING FAILURE ANALYSIS, 2019, 101 : 257 - 273
  • [8] Failure analysis of a steel slide ring of a tubular ball mill used in an iron ore mining plant
    Godefroid, Leonardo Barbosa
    Candido, Luiz Claudio
    Guimaraes, Claudinei Roberto
    Araujo, Sidney Cardoso
    [J]. ENGINEERING FAILURE ANALYSIS, 2020, 110
  • [9] Layered model of crack growth in concrete beams in bending
    Kozar, I
    Bede, N.
    Mrakovcic, S.
    Bozic, Z.
    [J]. 4TH INTERNATIONAL CONFERENCE ON STRUCTURAL INTEGRITY AND DURABILITY (ICSID 2020), 2021, 31 : 134 - 139
  • [10] Bond-slip parameter estimation in fiber reinforced concrete at failure using inverse stochastic model
    Kozar, Ivica
    Malic, Neira Toric
    Simonetti, Danijel
    Smolcic, Zeljko
    [J]. ENGINEERING FAILURE ANALYSIS, 2019, 104 : 84 - 95