Fracture toughness testing of brittle materials using semi-circular bend (SCB) specimen

被引:155
|
作者
Kuruppu, Mahinda D. [1 ]
Chong, Ken P. [2 ,3 ]
机构
[1] Curtin Univ, Western Australian Sch Mines, Kalgoorlie, WA 6430, Australia
[2] George Washington Univ, MAE, Washington, DC 20052 USA
[3] Natl Inst Stand & Technol, Engn Lab, Gaithersburg, MD 20899 USA
关键词
Fracture mechanics; Brittle fracture; Toughness testing; Stress intensity factor; J-integral; Finite element analysis; Mixed mode fracture; Dynamic fracture; STRESS INTENSITY FACTORS; MODE-I; SUGGESTED METHOD; PROCESS ZONE; ROCK; PARAMETERS;
D O I
10.1016/j.engfracmech.2012.01.013
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The semi-circular bend (SCB) specimen was suggested in 1984 for testing mode I fracture toughness of rock and other geo or brittle materials. Since then SCB has been used worldwide, extended and improved for many other applications by various researchers. Formulations for mode I and mixed mode fracture of this specimen proposed by a number of researchers are presented. Methods to determine fracture toughness using both straight-notched and chevron-notched specimens have been proposed although the general consensus is that a specimen having a sharp straight notch should yield accurate fracture toughness. Other applications of SCB specimen include testing of rock subjected to in situ conditions such as elevated temperature, confining pressure and pore water pressure. Furthermore it has been proven that it is a suitable specimen to test fracture toughness of rock at very high strain rates. Areas requiring further research to improve the accuracy of formulations are identified. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:133 / 150
页数:18
相关论文
共 50 条
  • [41] Prediction of Mode-I Fracture Toughness of the ISRM-Suggested Semi-Circular Bend Rock Specimen Using ANN and Optimized ANN Models
    Ogunsola, Nafiu Olanrewaju
    Lawal, Abiodun Ismail
    Kim, Gyeonggyu
    Kim, Hanlim
    Cho, Sangho
    ROCK MECHANICS AND ROCK ENGINEERING, 2024, 57 (11) : 9983 - 10008
  • [42] Experimental determination of tensile strength and KIc of polymer concretes using semi-circular bend (SCB) specimens
    Aliha, M. R. M.
    Heidan-Rarani, M.
    Shokrieh, M. M.
    Ayatollahi, M. R.
    STRUCTURAL ENGINEERING AND MECHANICS, 2012, 43 (06) : 823 - 833
  • [43] Comparative study on modes I and II fracture characteristics of bituminous coal using asymmetric semi-circular bend specimen
    Zhao, Yixin
    Sun, Zhuang
    Teng, Teng
    Wang, Wei
    Danesh, Nima Noraei
    Zhang, Cun
    THEORETICAL AND APPLIED FRACTURE MECHANICS, 2022, 120
  • [44] Peridynamics-based simulation of semi-circular bending (SCB) testing
    Liu, Wenyao
    Yan, Kezhen
    Li, Joshua Qiang
    Yang, Shu
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 268
  • [45] Microcracking behavior of two semi-circular bend specimens in mode I fracture toughness test of granite
    Wong, Louis Ngai Yuen
    Guo, Tian Yang
    ENGINEERING FRACTURE MECHANICS, 2019, 221
  • [46] The investigation of impact of temperature on mixed-mode fracture toughness of shale by semi-circular bend test
    Suo, Yu
    Su, Xianheng
    Ye, Qinyou
    Chen, Zhixi
    Feng, Fuping
    Wang, Xiangyang
    Xie, Kun
    JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING, 2022, 217
  • [47] On the fracture toughness testing for single-edge notched bend specimen of orthotropic materials
    Huang, Yifan
    Wang, Xin
    COMPOSITE STRUCTURES, 2022, 281
  • [48] Determination of dynamic fracture parameters using a semi-circular bend technique in split Hopkinson pressure bar testing
    Chen, R.
    Xia, K.
    Dai, F.
    Lu, F.
    Luo, S. N.
    ENGINEERING FRACTURE MECHANICS, 2009, 76 (09) : 1268 - 1276
  • [49] Determination of dynamic rock Mode-I fracture parameters using cracked chevron notched semi-circular bend specimen
    Dai, F.
    Xia, K.
    Zheng, H.
    Wang, Y. X.
    ENGINEERING FRACTURE MECHANICS, 2011, 78 (15) : 2633 - 2644
  • [50] Determination of Creep Compliance of Asphalt Concrete from Notched Semi-Circular Bend (SCB) Test
    Teshale, E. Zegeye
    Stolarski, H. K.
    Marasteanu, M. O.
    EXPERIMENTAL MECHANICS, 2013, 53 (06) : 919 - 928