The effect of particle size on the edge notched disk (END) using particle flow code in three dimension

被引:6
作者
Haeri, Hadi [1 ]
Sarfarazi, Vahab [2 ]
Zhu, Zheming [1 ]
Marji, Mohammad Fatehi [3 ]
机构
[1] Sichuan Univ, Sch Architecture & Environm, MOE Key Lab Deep Underground Sci & Engn, Chengdu 610065, Sichuan, Peoples R China
[2] Hamedan Univ Technol, Dept Min Engn, Hamadan, Iran
[3] Yazd Univ, Dept Min Engn, Yazd, Iran
关键词
END test; pre-existing edge crack; PFC3D; FRACTURE-TOUGHNESS DETERMINATION; MIXED-MODE FRACTURE; TENSILE-STRENGTH; SEMICIRCULAR SPECIMENS; REINFORCED CONCRETE; NUMERICAL-ANALYSIS; CRACK-PROPAGATION; ROCK; SHEAR; BEHAVIOR;
D O I
10.12989/sss.2018.22.6.663
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, the effect of particle size on the cracks propagation and coalescence or cracking pattern of the edge notched disc specimens are investigated Firstly, calibration of PFC3D was performed using Brazilian experimental test output. Then micro parameters were used to build edge notched disc specimen. The horizontal wall of the assembly is let to move downward with a standard low speed of 0.016 m/s. The numerical results show that the tensile cracks are dominant failure pattern for the modeled discs. These tensile cracks initiate from the pre-existing notch tip and propagate parallel to the loading direction then interact with the upper boundary of the modeled specimen. As the size of the balls (ball diameter) decrease the number of tensile cracks increase. The tensile fracture toughness of the samples also decreases as the particle size increases. Understanding the crack propagation and crack coalescence phenomena in brittle materials such as concretes and rocks is of paramount importance in the stability analyses for engineering structures such as rock slopes, underground structures and tunneling.
引用
收藏
页码:663 / 673
页数:11
相关论文
共 92 条
  • [1] Determination of mode III fracture toughness for different materials using a new designed test configuration
    Aliha, M. R. M.
    Bahmani, A.
    Akhondi, Sh.
    [J]. MATERIALS & DESIGN, 2015, 86 : 863 - 871
  • [2] Numerical analysis of a new mixed mode I/III fracture test specimen
    Aliha, M. R. M.
    Bahmani, A.
    Akhondi, Sh.
    [J]. ENGINEERING FRACTURE MECHANICS, 2015, 134 : 95 - 110
  • [3] Measuring fracture toughness of crystalline marbles under modes I and II and mixed mode I-II loading conditions using CCNBD and HCCD specimens
    Amrollahi, H.
    Baghbanan, A.
    Hashemolhosseini, H.
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2011, 48 (07) : 1123 - 1134
  • [4] [Anonymous], STRENGTH MAT
  • [5] [Anonymous], PROCEDIA SOCIAL BEHA, DOI DOI 10.1016/J.SBSPRO.2015.10.105
  • [6] [Anonymous], 1987, FRACTURE MECH ROCK
  • [7] [Anonymous], 2013, COMPUT MORTAR INT J
  • [8] [Anonymous], 2014, STRUCT ENG MECH, DOI DOI 10.12989/SEM.2014.52.4.167
  • [9] [Anonymous], 2016, INT J, DOI DOI 10.12989/SEM.2016.59.3.579
  • [10] ATKINSON C, 1982, INT J FRACTURE, V18, P279