Investigation on mixed-mode II-III fracture of the sandstone by using eccentric cracked disk

被引:14
|
作者
Pan, Xin [1 ]
Huang, Jiuzhou [1 ]
Gan, Zhiqiang [1 ]
Hua, Wen [1 ,2 ]
Dong, Shiming [1 ,2 ]
机构
[1] Sichuan Univ, Coll Architecture & Environm, Key Lab Deep Underground Sci & Engn, Minist Educ, Chengdu 610065, Peoples R China
[2] Sichuan Univ, Failure Mech & Engn Disaster Prevent & Mitigat Ke, Chengdu 610065, Peoples R China
基金
中国国家自然科学基金;
关键词
Mixed-mode II-III fracture; Eccentric cracked disk (ECD) specimen; Stress intensity factor; Numerical and experimental study; BEHAVIOR; ROCK; TOUGHNESS; CRITERION; SPECIMEN;
D O I
10.1016/j.tafmec.2021.103077
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Most of the fractures in deep rock mass are in compression condition. The deep rock failure is complex and different modes of failure play important roles. In this study, the central cracked circular disk specimen was improved by deviating from the distance between the crack on the circular surface and the center of the circle, and a new mixed-mode II-III fracture specimen called the eccentric crack disk (ECD) specimen was proposed. The ECD specimen was a simple structure and easy to machining with low cost. In addition, it could be tested in conventional loading machines without extra fixtures. The finite element was used to calculate mode I, mode II and mode III stress intensity factors for different loading angles and crack deviation distances. The critical loading angles of mixed-mode II-III fracture under different crack deviation distances were obtained. And the mixed-mode II-III fracture experiments were carried out with sandstone. The experimental results clearly revealed that the crack initiation started from the middle of the crack. The experimental data also conformed to the effective stress intensity factor criterion of mixed-mode II-III mode fracture from the literature.
引用
收藏
页数:10
相关论文
共 50 条
  • [21] Effect of temperature and confining pressure on mixed-mode (I-II) and mode II fracture toughness of Kimachi sandstone
    Funatsu, T
    Shimada, H
    Matsui, K
    Seto, M
    ENVIRONMENTAL ROCK ENGINEERING, 2003, : 109 - 114
  • [22] Investigation on Energy Evolution and Storage Characteristic of CSTBD Red Sandstone during Mixed-Mode Fracture
    Wu, Wuxing
    Gong, Fengqiang
    GEOFLUIDS, 2022, 2022
  • [23] Mixed-Mode Fracture Interactions Along Centrally Cracked Weakened Planes
    Messer, Kyle R.
    Guthai, Achyuth Thumbalam
    Fahem, Ali F.
    Singh, Raman P.
    FRACTURE, FATIGUE, FAILURE AND DAMAGE EVOLUTION, VOL 3, 2023, : 61 - 66
  • [24] A MIXED-MODE FRACTURE-ANALYSIS OF THE CRACKED LAP SHEAR SPECIMEN USING A SUBLAMINATE APPROACH
    HOOPER, SJ
    HWU, C
    AIAA/ASME/ASCE/AHS/ASC 30TH STRUCTURES, STRUCTURAL DYNAMICS AND MATERIALS CONFERENCE, PTS 1-4: A COLLECTION OF TECHNICAL PAPERS, 1989, : 830 - 836
  • [25] On Brazilian disk test for mixed-mode I/II fracture toughness experiments of anisotropic rocks
    Aminzadeh, Ali
    Fahimifar, Ahmad
    Nejati, Morteza
    THEORETICAL AND APPLIED FRACTURE MECHANICS, 2019, 102 : 222 - 238
  • [26] Analysis of Mixed-Mode I/II/III Fracture Toughness Based on a Three-Point Bending Sandstone Specimen with an Inclined Crack
    Pan, Xin
    Huang, Jiuzhou
    Gan, Zhiqiang
    Dong, Shiming
    Hua, Wen
    APPLIED SCIENCES-BASEL, 2021, 11 (04): : 1 - 25
  • [27] Mixed-mode I/II stress intensity factors for frictional centrally cracked Brazilian disk with confining pressure
    Hammouda, Mohammad M., I
    FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2022, 45 (06) : 1830 - 1841
  • [28] Experimental investigation of mixed-mode I/II fracture behavior of parallel strand bamboo
    Liu, Yanyan
    Huang, Dongsheng
    Zhu, Junjie
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 288
  • [29] Investigation on mixed-mode fracture behavior of sand stone using a SENDB specimen
    Sun X.
    Zhu Z.
    Xie L.
    Ren L.
    Ren, Li (renli-scu@hotmail.com), 1600, Academia Sinica (36): : 2884 - 2894
  • [30] Mixed-mode I/III fracture study of sandwich beams
    Rizov, V.
    COGENT ENGINEERING, 2015, 2 (01):