Effect of friction at the supports of semi-circular bending tests on fracture mode of loading

被引:23
|
作者
Bakhshizadeh, M. [1 ]
Pirmohammad, S. [1 ]
Ayatollahi, M. R. [2 ]
机构
[1] Univ Mohaghegh Ardabili, Dept Mech Engn, Fac Engn, Fracture & Impact Mech Res Lab, Daneshgah St, Ardebil 5619911367, Iran
[2] Iran Univ Sci & Technol, Sch Mech Engn, Ctr Excellence Expt Solid Mech & Dynam, Fatigue & Fracture Res Lab, Tehran, Iran
关键词
SCB specimen; Mixed mode I/II; Support type; Friction; Rock; TOUGHNESS DETERMINATION; BRITTLE-FRACTURE; HMA MIXTURES; PROCESS ZONE; SOFT ROCK; RESISTANCE; SPECIMENS; PARAMETERS; TEMPERATURE; LIMESTONE;
D O I
10.1016/j.tafmec.2022.103265
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper aims to provide an investigation of the impact of supports on fracture mode of loading using semicircular bending (SCB) specimen. A crack with an angle of a is assumed within the SCB specimen, and extensive finite element analyses are performed by altering some important parameters namely crack angle, crack length, span and friction coefficient at the supports. According to the numerical results, all these parameters can influence the values of geometry factors Y-I and Y-II. Interestingly, it is found that the friction coefficient (or support type) can significantly change the mode of loading at the crack tip. To verify this issue, some experiments on a rock material are also carried out under different fracture modes using three various types of supports called type I, type II and type III. Based on the results of finite element and tests, in order to produce the same mode of loading using the mentioned support types, the crack angle should be changed. In other words, the crack angles of 29, 25 and 23 degrees should be respectively used for the support types of I, II and III to produce the same mixed mode of loading with M-e = 0.5. Likewise, they should be regarded as 41, 37 and 36 degrees for the support types of I, II and III to produce the pure mode II loading. Furthermore, the friction coefficients for the mentioned support types are computed.
引用
收藏
页数:13
相关论文
共 50 条
  • [1] A comparison between beam and semi-circular bending fracture tests for asphalt
    Artamendi, Ignacio
    Khalid, Hussain A.
    ROAD MATERIALS AND PAVEMENT DESIGN, 2006, 7 : 163 - 180
  • [2] Experimental and numerical evaluation of semi-circular bending specimen for mixed mode I/III and pure mode III fracture tests
    Bakhshizadeh, Majid
    Pirmohammad, Sadjad
    FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2022, 45 (04) : 1213 - 1226
  • [3] Study on fracture characteristics of coal samples based on notched semi-circular bending tests
    Yang L.
    Li J.
    Lou J.
    Wang X.
    Caikuang yu Anquan Gongcheng Xuebao/Journal of Mining and Safety Engineering, 2022, 39 (05): : 1041 - 1050
  • [4] Loading rate effect on fracture behavior of fiber reinforced high strength concrete using a semi-circular bending test
    Aziminezhad, Mehran
    Mardi, Sahand
    Hajikarimi, Pouria
    Moghadas Nejad, Fereidoon
    Gandomi, Amir H.
    CONSTRUCTION AND BUILDING MATERIALS, 2020, 240 (240)
  • [5] Effect of load application rate and temperature on the fracture energy of asphalt mixtures. Fenix and semi-circular bending tests
    Perez-Jimenez, Felix
    Botella, Ramon
    Moon, Ki-Hoon
    Marasteanu, Mihai
    CONSTRUCTION AND BUILDING MATERIALS, 2013, 48 : 1067 - 1071
  • [6] Mode II fracture tests on asphalt concrete at different temperatures using semi-circular bend specimen loaded by various types of supports
    Pirmohammad, S.
    Abdi, M.
    Ayatollahi, M. R.
    THEORETICAL AND APPLIED FRACTURE MECHANICS, 2021, 116
  • [7] Investigation of Fracture Properties of California Asphalt Mixtures Using Semi-Circular Bending and Beam Fatigue Tests
    Hakimelahi, Hamed
    Saadeh, Shadi
    Harvey, John
    ASPHALT PAVING TECHNOLOGY 2013, VOL 82, 2013, 82 : 533 - 556
  • [8] Effect of Testing Configuration in Semi-Circular Bending Fracture of Asphalt Mixtures: Experiments and Statistical Analyses
    Nsengiyumva, Gabriel
    Kim, Yong-Rak
    TRANSPORTATION RESEARCH RECORD, 2019, 2673 (05) : 320 - 328
  • [9] Comparative study of semi-circular bending tests for modes I and II fracture characteristics of Xinzhouyao bituminous coal
    Zhao Y.
    Sun Z.
    Liu B.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2019, 38 (08): : 1593 - 1604
  • [10] Mechanical and fracture behaviors of compacted gold mine tailings by semi-circular bending tests and digital image correlation
    Zhang, Nan
    Hedayat, Ahmadreza
    Sosa, Hector Gelber Bolanos
    Tupa, Nestor
    Morales, Isaac Yanqui
    Loza, Reynaldo Sabino Canahua
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 306