An Experimental Investigation of Tensile Fracturing Behavior of Natural and Artificial Rocks in Static and Dynamic Brazilian Disc Tests

被引:19
|
作者
Zhou, Tao [1 ,2 ]
Zhu, Jianbo [1 ,3 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Hong Kong, Peoples R China
[2] Sichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China
[3] Tianjin Univ, Sate Key Lab Hydraul Engn Simulat & Safety, Sch Civil Engn, Tianjin 300072, Peoples R China
关键词
Tensile fracturing; Brazilian disc test; 3DP;
D O I
10.1016/j.proeng.2017.05.271
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
In this work, 3D printing (3DP) technology is applied to study rock fracturing behaviors in Brazilian disc tests. First, uniaxial compression tests were performed to identify the most suitable 3DP material from five available 3DP materials, i.e., ceramics, gypsum, PMMA (poly methyl methacrylate), SR20 (Acrylic copolymer) and resin (accura (R) 60), to simulate hard and brittle rocks. The experimental results demonstrated that the transparent resin produced via Stereolithography (SLA) was the best 3DP material for mimicking rocks. Then, static and dynamic Brazilian disc tests were carried out on the resin-based 3DP rocks and the corresponding prototype rocks. The testing results show that the fracturing behaviours of the 3DP rocks agreed well with those of the prototype rocks, which confirms the feasibility and validity of using 3DP to study rock fracturing behaviors in tensile tests. This work facilitates the application of 3DP to rock mechanics. (C) 2017 The Authors. Published by Elsevier Ltd.
引用
收藏
页码:992 / 998
页数:7
相关论文
共 50 条
  • [41] Dynamic tensile behavior and crack propagation in coral aggregate seawater shotcrete: Experimental investigation and numerical simulation
    Peng, Yuxuan
    Yu, Liyuan
    Qian, Jiayu
    Li, Wei
    Zhang, Tao
    Zhou, Linjie
    CEMENT & CONCRETE COMPOSITES, 2025, 159
  • [42] Experimental and numerical investigation on the dynamic tensile behavior of ultra-high performance cement based composites
    Rong, Zhidan
    Sun, Wei
    CONSTRUCTION AND BUILDING MATERIALS, 2012, 31 : 168 - 173
  • [43] Experimental and numerical study on the dynamic mode III fracture behaviors of rock using an axially notched flattened Brazilian disc in SHPB tests
    Yan, Zelin
    Jin, Jidong
    Wang, Linjuan
    Wang, Jianxiang
    INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2024, 190
  • [44] Experimental investigation of parameters affected on behavior of composite tubes under quasi static and dynamic axial loading
    Asl, Omid Najafzade
    Pol, Mohammad Hossein
    Golshan, Nabi Rezaei
    COMPOSITES PART B-ENGINEERING, 2019, 163 : 471 - 486
  • [45] Experimental investigation on dynamic and quasi-static behavior of low-rise reinforced concrete walls
    Carrillo, Julian
    Alcocer, Sergio M.
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2013, 42 (05): : 635 - 652
  • [46] Experimental investigation on static and dynamic energy dissipation characteristics of composite sandwich structure with entangled metallic wire materials and disc springs
    Wu, Yiwan
    Cheng, Hu
    Bai, Hongbai
    Li, Shangzhou
    Tang, Yu
    MATERIALS RESEARCH EXPRESS, 2021, 8 (10)
  • [47] Experimental investigation on the influence of multiscale pores on the static and dynamic splitting tensile strength of cementitious materials based on the virtual pore method
    Zhou, Jikai
    Jin, Song
    Sun, Lu
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 266
  • [48] Volumetric fracturing behavior of 3D printed artificial rocks containing single and double 3D internal flaws under static uniaxial compression
    Zhou, T.
    Zhu, J. B.
    Ju, Y.
    Xie, H. P.
    ENGINEERING FRACTURE MECHANICS, 2019, 205 : 190 - 204
  • [49] Dynamic mode II fracture mechanism of rocks using a novel double-edge notched flattened Brazilian disc specimen in the split Hopkinson pressure bar tests
    Yan, Zelin
    Dai, Feng
    Wang, Linjuan
    Jin, Jidong
    Wang, Jianxiang
    ENGINEERING FRACTURE MECHANICS, 2023, 290
  • [50] Experimental Investigation of the Confined Behavior of Dry and Wet High-Strength Concrete: Quasi Static Versus Dynamic Loading
    Piotrowska E.
    Forquin P.
    Journal of Dynamic Behavior of Materials, 2015, 1 (2) : 191 - 200