Experimental Investigation of Dynamic Fracture Patterns of 3D Printed Rock-like Material Under Impact with Digital Image Correlation

被引:53
作者
Sharafisafa, Mansour [1 ]
Shen, Luming [1 ]
机构
[1] Univ Sydney, Sch Civil Engn, Sydney, NSW 2006, Australia
基金
澳大利亚研究理事会;
关键词
3D printed rock-like material; Digital image correlation; Split hopkinson pressure bar; Dynamic fracture; Filled flaws; UNIAXIAL COMPRESSION; MECHANICAL-PROPERTIES; MARBLE SPECIMENS; FAILURE BEHAVIOR; LOADING RATE; BRITTLE; FLAWS; COALESCENCE; SANDSTONE; STRENGTH;
D O I
10.1007/s00603-020-02115-1
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper presents the results of an experimental study on the dynamic fracture behaviour of 3D printed rock-like disc specimens with various pre-existing flaw configurations under high strain rate loading. The 3D printing technology is utilized to prepare disc specimens containing a single or a pair of unfilled or filled flaws. A split Hopkinson pressure bar is employed to generate high rate loading on the specimens, while the digital image correlation (DIC) technique is adopted to determine the type of new cracks, and their initiation, propagation paths and coalescence types. The results show that the dynamic strengths of the 3D printed specimens are higher than the quasi-static ones. When under high strain rate loading, not only can the specimens with filled flaws carry more load than the corresponding specimens with an unfilled flaw, but also their cracking pattern is different as compared to the unfilled flaw counterpart. It is interesting to note that the dynamic peak loads are not dependent on the flaw inclination angle, while the quasi-static peak loads show obvious flaw inclination angle dependence. Moreover, DIC results reveal that under some specific flaw configurations, the filling material undergoes shear strain concentration and a shear band develops inside the filled flaws. Overall this study confirms the strong effects of the flaw configurations and filling material on the deformation and crack patterns of the 3D printed rock-like materials under impact loading.
引用
收藏
页码:3589 / 3607
页数:19
相关论文
共 61 条
[1]  
3D Systems Inc, 2013, SAF DAT SHEET VISIJE
[2]   Failure, crack initiation and the tensile strength of transversely isotropic rock using the Brazilian test [J].
Aliabadian, Zeinab ;
Zhao, Gao-Feng ;
Russell, Adrian R. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2019, 122
[3]   Crack development in transversely isotropic sandstone discs subjected to Brazilian tests observed using digital image correlation [J].
Aliabadian, Zeinab ;
Zhao, Gao-Feng ;
Russell, Adrian R. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2019, 119 :211-221
[4]   Fracture coalescence in rock-type materials under uniaxial and biaxial compression [J].
Bobet, A ;
Einstein, HH .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1998, 35 (07) :863-888
[5]   A comparison of two ISRM suggested chevron notched specimens for testing mode-I rock fracture toughness [J].
Cui, Zhen-dong ;
Liu, Da-an ;
An, Guang-ming ;
Sun, Bo ;
Zhou, Miao ;
Cao, Fu-quan .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2010, 47 (05) :871-876
[6]   Strain-rate effects on concrete behavior [J].
Cusatis, Gianluca .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2011, 38 (04) :162-170
[7]   Determination of dynamic rock Mode-I fracture parameters using cracked chevron notched semi-circular bend specimen [J].
Dai, F. ;
Xia, K. ;
Zheng, H. ;
Wang, Y. X. .
ENGINEERING FRACTURE MECHANICS, 2011, 78 (15) :2633-2644
[8]   Cracking and Failure in Rock Specimen Containing Combined Flaw and Hole under Uniaxial Compression [J].
Fan, Xiang ;
Chen, Rui ;
Lin, Hang ;
Lai, Hongpeng ;
Zhang, Chunyang ;
Zhao, Qihua .
ADVANCES IN CIVIL ENGINEERING, 2018, 2018
[9]   Fundamental Study on Applicability of Powder-Based 3D Printer for Physical Modeling in Rock Mechanics [J].
Fereshtenejad, Sayedalireza ;
Song, Jae-Joon .
ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (06) :2065-2074
[10]   Investigation of the rate dependence of fracture propagation in rocks using digital image correlation (DIC) method [J].
Gao, G. ;
Yao, W. ;
Xia, K. ;
Li, Z. .
ENGINEERING FRACTURE MECHANICS, 2015, 138 :146-155