On the I-II mixed mode fracture of granite using four-point bend specimen

被引:71
|
作者
Wang, C. [1 ]
Zhu, Z. M. [1 ]
Liu, H. J. [1 ]
机构
[1] Sichuan Univ, Sch Architecture & Environm, Key Lab, Minist Educ Energy Engn Safety & Disaster Mech, Chengdu 610065, Peoples R China
基金
中国国家自然科学基金;
关键词
four-point bend; granite; stress intensity factor; T-stress; GMTS-criterion; STRESS INTENSITY FACTORS; BRAZILIAN DISC SPECIMEN; T-STRESS; BRITTLE-FRACTURE; TOUGHNESS; ROCK; CRITERION; CERAMICS; KINKING; CRACKS;
D O I
10.1111/ffe.12422
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Four-point bend experiments on black granite are conducted. The fracture behaviours of granite under pure mode I, pure mode II and I-II mixed mode are investigated, and the corresponding stress intensity factors K-I , K-II and the non-singular term T-stress are obtained through numerical-experimental method. The results are compared with the theoretical predictions of generalized maximum tangential stress criterion and other conventional criteria. It shows that generalized maximum tangential stress criterion fits the experimental results better for considering the effect of T-stress. Contrasting with other loading configurations, the values of T-stress for asymmetric four-point bend specimens are much smaller, especially for pure mode II specimens, which provide an asymmetric deformation field where the T-stress is approaching zero.
引用
收藏
页码:1193 / 1203
页数:11
相关论文
共 50 条
  • [1] Numerical and Experimental Investigations of Mixed Mode Fracture in Granite Using Four-Point-Bend Specimen
    Aliha, M. R. M.
    Ayatollahi, M. R.
    Kharazi, B.
    DAMAGE AND FRACTURE MECHANICS: FAILURE ANALYSIS OF ENGINEERING MATERIALS AND STRUCTURES, 2009, : 275 - 283
  • [2] On the use of an anti-symmetric four-point bend specimen for mode II fracture experiments
    Ayatollahi, M. R.
    Aliha, M. R. M.
    FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2011, 34 (11) : 898 - 907
  • [3] Computation of mixed mode stress intensity factors in a four-point bend specimen
    Shahani, A. R.
    Tabatabaei, S. A.
    APPLIED MATHEMATICAL MODELLING, 2008, 32 (07) : 1281 - 1288
  • [4] Mixed-Mode I-II Fracture Process Zone Characteristic of the Four-Point Shearing Concrete Beam
    Li, Guodong
    Ren, Zhengyi
    Yu, Jiangjiang
    MATERIALS, 2020, 13 (14)
  • [5] Fracture load prediction under mixed mode I plus II using a stress based method for brittle materials tested with the asymmetric four-point bend specimen
    Aliha, M. R. M.
    Mousavi, S. S.
    Ghoreishi, S. M. N.
    THEORETICAL AND APPLIED FRACTURE MECHANICS, 2019, 103
  • [6] THREE-DIMENSIONAL FINITE ELEMENT ANALYSIS OF A MIXED MODE I/II FRACTURE TEST SPECIMEN: ASYMMETRIC FOUR-POINT SHEAR SPECIMEN
    Cohen, Mark
    Wang, Xin
    PROCEEDINGS OF THE ASME 36TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2017, VOL 4, 2017,
  • [7] Geometry and load fixture effects in the four-point-bend mixed mode fracture specimen
    Mendelsohn, DA
    Gross, TS
    Young, LJ
    Chen, F
    Goulet, RU
    ENGINEERING FRACTURE MECHANICS, 2001, 68 (05) : 587 - 604
  • [8] Extending application of asymmetric semi-circular bend specimen to investigate mixed mode I/II fracture behavior of granite
    Wu, Qiu-hong
    Xie, Cheng-long
    Xie, You-sheng
    Zhao, Yan-lin
    Li, Xue-feng
    Liu, Jie
    Weng, Lei
    JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2022, 29 (04) : 1289 - 1304
  • [9] An experimental study on mixed mode I-II dynamic fracture of concrete/granite interface
    Ma Z.
    Zhong H.
    Chen Y.
    Wang X.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2021, 40 (04): : 277 - 282
  • [10] MODE II AND MIXED MODE I-II ROCK FRACTURE RESEARCH
    于海勇
    岩石力学与工程学报, 2004, (08) : 1412 - 1412