Determination of dynamic mode I fracture toughness of rock at ambient high temperatures using notched semi-circular bend method

被引:12
|
作者
Wu, You [1 ]
Yin, Tu-bing [1 ]
Liu, Xi-ling [1 ]
Tan, Xiao-song [1 ]
Yang, Zheng [1 ]
LI, Qiang [1 ]
机构
[1] Cent South Univ, Sch Resources & Safety Engn, Changsha 410083, Peoples R China
基金
中国国家自然科学基金;
关键词
ambient high-temperature condition; dynamic fracture toughness; notched semi-circular bend specimen; split Hopkinson pressure bar; Fujian granite; MECHANICAL-PROPERTIES; STATISTICAL-ANALYSIS; THERMAL-TREATMENT; LOADING-RATE; PRESSURE; PARAMETERS; GRANITE; INITIATION; BEHAVIORS; SPECIMEN;
D O I
10.1016/S1003-6326(22)66001-1
中图分类号
TF [冶金工业];
学科分类号
0806 ;
摘要
To investigate the influence of loading rate and high temperature on the dynamic fracture toughness of rock, dynamic fracture tests were carried out on notched semi-circular bend specimens under four temperature conditions based on the split Hopkinson pressure bar system. Experimental and analytical methods were applied to investigating the effect of temperature gradient on the stress waves. A high-speed camera was used to check the fracture characteristics of the specimens. The results demonstrate that the temperature gradient on the bars will not significantly distort the shape of the stress wave. The dynamic force balance is achieved even when the specimens are at a temperature of 400 degrees C. The dynamic fracture toughness linearly develops with the increase of loading rate within the temperature range of 25-400 degrees C, and high temperature has a strengthening effect on the dynamic fracture toughness.
引用
收藏
页码:3036 / 3050
页数:15
相关论文
共 50 条
  • [31] Study on the semi-circular bend method for characterizing the mixed mode I/II fracture toughness of sandstone: A micro-perspective
    Sun, Wei
    Wu, Shunchuan
    Guo, Wenbing
    THEORETICAL AND APPLIED FRACTURE MECHANICS, 2023, 127
  • [32] Numerical study of the semi-circular bend dynamic fracture toughness test using discrete element models
    ZHAO GaoFeng
    KAZERANI Tohid
    MAN Ke
    GAO Mz
    ZHAO Jian
    Science China(Technological Sciences), 2015, (09) : 1587 - 1595
  • [33] Numerical study of the semi-circular bend dynamic fracture toughness test using discrete element models
    Zhao GaoFeng
    Kazerani, Tohid
    Man Ke
    Gao Mz
    Zhao Jian
    SCIENCE CHINA-TECHNOLOGICAL SCIENCES, 2015, 58 (09) : 1587 - 1595
  • [34] Numerical study of the semi-circular bend dynamic fracture toughness test using discrete element models
    GaoFeng Zhao
    Tohid Kazerani
    Ke Man
    Mz Gao
    Jian Zhao
    Science China Technological Sciences, 2015, 58 : 1587 - 1595
  • [35] Numerical study of the semi-circular bend dynamic fracture toughness test using discrete element models
    ZHAO GaoFeng
    KAZERANI Tohid
    MAN Ke
    GAO Mz
    ZHAO Jian
    Science China(Technological Sciences), 2015, 58 (09) : 1587 - 1595
  • [36] A statistical approach on the support type effect on mode I fracture toughness determined using semi-circular bend (SCB) specimen
    Sedighi, Iman
    Ayatollahi, Majid R.
    Bahrami, Bahador
    ENGINEERING FRACTURE MECHANICS, 2020, 226 (226)
  • [37] Evaluation of the frictional effect in dynamic notched semi-circular bend tests
    Xia, K.
    Huang, S.
    Dai, F.
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2013, 62 : 148 - 151
  • [38] Experimental and numerical study on the fracture process zone and fracture toughness determination for ISRM-suggested semi-circular bend rock specimen
    Wei, M. D.
    Dai, F.
    Xu, N. W.
    Zhao, T.
    Xia, K. W.
    ENGINEERING FRACTURE MECHANICS, 2016, 154 : 43 - 56
  • [39] Fracture toughness testing of brittle materials using semi-circular bend (SCB) specimen
    Kuruppu, Mahinda D.
    Chong, Ken P.
    ENGINEERING FRACTURE MECHANICS, 2012, 91 : 133 - 150
  • [40] Experimental study on fracture toughness of a compacted clay using semi-circular bend specimen
    Wang, Junjie
    Huang, Shiyuan
    Guo, Wanli
    Qiu, Zhenfeng
    Kang, Kai
    ENGINEERING FRACTURE MECHANICS, 2020, 224