Experimental and numerical simulation of three-point bending fracture of brittle materials with inverted T-shaped obstacle cracks

被引:7
作者
Zhu, Shu [1 ]
Wang, Haijun [2 ]
Zhu, Qizhi [1 ]
Wang, Yunfei [1 ,2 ]
机构
[1] Hohai Univ, Key Lab, Minist Educ Geomech & Embankment Engn, Nanjing 210098, Peoples R China
[2] Nanjing Hydraul Res Inst, Mat & Struct Engn Dept, Nanjing 210029, Peoples R China
基金
中国国家自然科学基金;
关键词
Fracture mechanics; 3D-ILC; Crack propagation; Three-point bending test; Brittle material; COALESCENCE BEHAVIOR; TIP ENRICHMENT; INTERNAL CRACK; PART II; PROPAGATION; SPECIMENS; XFEM; INITIATION; CRITERION; ELEMENTS;
D O I
10.1016/j.tafmec.2023.104155
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
In rock materials, the interaction and coalescence of three-dimensional internal cracks play a fundamental role in material failure and instability. This study focused on the generation of three-dimensional internal cracks inside specimens using the three-dimensional internal laser-engraved crack (3D-ILC) method, without causing surface damage. Experimental and numerical investigations were conducted to examine the fracture behavior of brittle solid materials with and without obstacles during three-point bending tests. The experimental results revealed that obstacle cracks positioned horizontally in an inverted T configuration exhibited a shielding effect on the vertical cracks, resulting in reduced propagation velocity and decreased curvature at the lower tip of the vertical cracks. Crack initiation and propagation were promoted in the presence of obstacle cracks, forming distinct fracture patterns, such as pear-shaped and hook-shaped configurations. While the overall failure mode of the specimens was not significantly altered by the presence of obstacle cracks, dynamic fracture dual sources, and new Mode III cracks were observed on the fracture surfaces. The 3D-ILC method provided an effective means for studying the integration and penetration of pre-existing three-dimensional internal cracks. The findings of this study contribute to the theoretical understanding of fracture propagation through obstacles in brittle materials and provide a basis for further investigations using physical experiments.
引用
收藏
页数:15
相关论文
共 56 条
[1]  
Akdemir D, 2011, J ALGEBR STUD, V2, P98
[2]   Application of Cracked Triangular Specimen Subjected to Three-Point Bending for Investigating Fracture Behavior of Rock Materials [J].
Aliha, M. R. M. ;
Hosseinpour, Gh R. ;
Ayatollahi, M. R. .
ROCK MECHANICS AND ROCK ENGINEERING, 2013, 46 (05) :1023-1034
[3]   Effect of loading direction on interaction of two pre-existing open and closed flaws in a rock-like brittle material [J].
Alitalesh, Mahtab ;
Yazdani, Mahmoud ;
Fakhimi, Ahmadali ;
Naeimabadi, Marjan .
UNDERGROUND SPACE, 2020, 5 (03) :242-257
[4]   The influence of stress state on the exponent in the power law equation of fatigue crack growth [J].
Amsterdam, E. ;
Grooteman, F. .
INTERNATIONAL JOURNAL OF FATIGUE, 2016, 82 :572-578
[5]  
Atkinson B.K., 2015, Fracture Mechanics of Rock
[6]   Methods for calculating stress intensity factors in anisotropic materials: Part II - Arbitrary geometry [J].
Banks-Sills, Leslie ;
Wawrzynek, Paul A. ;
Carter, Bruce ;
Ingraffea, Anthony R. ;
Hershkovitz, Itai .
ENGINEERING FRACTURE MECHANICS, 2007, 74 (08) :1293-1307
[7]  
Bi J., 2022, Lithosphere, V2022
[8]   An XFEM crack-tip enrichment for a crack terminating at a bi-material interface [J].
Bouhala, L. ;
Shao, Q. ;
Koutsawa, Y. ;
Younes, A. ;
Nunez, P. ;
Makradi, A. ;
Belouettar, S. .
ENGINEERING FRACTURE MECHANICS, 2013, 102 :51-64
[9]  
Brugnano L, 2016, Monographs and Research Notes in Mathematics, V13, P1
[10]   Crack propagation and coalescence of brittle rock-like specimens with pre-existing cracks in compression [J].
Cao, Ping ;
Liu, Taoying ;
Pu, Chengzhi ;
Lin, Hang .
ENGINEERING GEOLOGY, 2015, 187 :113-121