Numerical study of stress distribution and crack coalescence mechanisms of a solid containing multiple holes

被引:83
作者
Wong, Robina H. C. [1 ]
Lin, P. [2 ]
机构
[1] Hong Kong Polytech Univ, Civil & Environm Engn Dept, Hong Kong, Peoples R China
[2] Tsinghua Univ, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China
基金
中国国家自然科学基金;
关键词
Crack coalescence pattern; Microcrack statistics method; Stress distribution; Bridge length; Bridge angle; ROCK-LIKE MATERIALS; SPLITTING FAILURE; STABILITY ANALYSIS; BRITTLE SOLIDS; FLAWS; PART I; COMPRESSION; FRACTURE; MODEL; COALESENCE;
D O I
10.1016/j.ijrmms.2015.08.003
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This study investigated the change of stress with crack development, using the numerical code RFPA(3D), so as to understand the crack coalescence mechanisms occurring within a heterogeneous solid containing multiple holes loaded in a state of uniaxial compression. A full discussion is presented on a statistical analysis of observed microcracks data, and on the appropriate parameter selection based on those microcrack statistics. The simulated peak stress results and coalescence patterns using the selected parameters were found to closely resemble previous experimental observations. A full investigation and discussion of the stress distributions around holes during the crack growth and coalescence processes is presented for heterogeneous sample cases. Under applied loading, crack initiation, growth direction and coalescence pattern are strongly influenced by the shape of the interaction tensile zone formed between holes. Acoustic emission (AE) analysis in relation to the numerical simulations indicates that no case of pure tensile crack coalescence occurs between holes. Three modes of coalescence are classified: T-s mode (tensile mode coalescence with shear), M-T mode (mixed mode coalescence with tensile mode dominant) and M mode (mixed mode coalescence). The crack coalescence mechanisms and patterns were further investigated by changing the parameters of normalized bridge length (d/r), bridge angle beta and number of holes. A precise crack coalescence criterion is proposed. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:41 / 54
页数:14
相关论文
共 44 条
[1]  
Altiero NY, 1982, RIV ITAL GEOTEC, P387
[2]  
Amadei B, 1996, P 1 INT FOR DISC DEF, P1
[3]  
[Anonymous], 1993, ADV BOUNDARY ELEMENT
[4]   THE FAILURE OF BRITTLE SOLIDS CONTAINING SMALL CRACKS UNDER COMPRESSIVE STRESS STATES [J].
ASHBY, MF ;
HALLAM, SD .
ACTA METALLURGICA, 1986, 34 (03) :497-510
[5]   ELASTIC-MODULI OF A CRACKED SOLID [J].
BUDIANSKY, B ;
OCONNELL, RJ .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1976, 12 (02) :81-97
[6]   DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES [J].
CUNDALL, PA ;
STRACK, ODL .
GEOTECHNIQUE, 1979, 29 (01) :47-65
[7]   DEVELOPMENT OF 3D NUMERICAL MANIFOLD METHOD [J].
He, Lei ;
Ma, Guowei .
INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS, 2010, 7 (01) :107-129
[8]   Strength, deformation modulus and failure modes of cubic analog specimens representing macroporous rock [J].
Jespersen, Colleen ;
MacLaughlin, Mary ;
Hudyma, Nick .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2010, 47 (08) :1349-1356
[9]   CRACK-CRACK AND CRACK-PORE INTERACTIONS IN STRESSED GRANITE [J].
KRANZ, RL .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1979, 16 (01) :37-47
[10]   COLLAPSE OF CAVITIES [J].
LAJTAI, EZ ;
LAJTAI, VN .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1975, 12 (04) :81-86