Non-local stress approach to fracture initiation in laboratory experiments with a tensile stress gradient

被引:21
作者
Van de Steen, B [1 ]
Vervoort, A [1 ]
机构
[1] Katholieke Univ Leuven, Dept Civil Engn, B-3001 Louvain, Belgium
关键词
non-local; stress gradient; disc; size effect; tensile strength;
D O I
10.1016/S0167-6636(01)00089-8
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The paper discusses the stress distribution and the fracturing in diametrically loaded discs in which a hole has been drilled at some distance from the loaded diameter. A linear elastic analysis of the problem indicates that the maximum tensile stress at the hole is up to four times the tensile stress along the loaded diameter. For the configurations in which the tensile stress gradients at the hole are large, the discs nevertheless fail unstably along the loaded diameter, without a sign of fracturing at the hole. A non-local stress approach to fracture initiation satisfactorily explains this behaviour, A similar analysis of fracture initiation on the same type of limestone in other configurations with a stress gradient yields similar values for the characteristic length and for the non-local tensile strength. (C) 2001 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:729 / 740
页数:12
相关论文
共 25 条
[1]  
BAZANT ZP, 1995, J STRUCT ENG-ASCE, V121, P739
[2]   MEASUREMENT OF THE TENSILE STRENGTH OF BRITTLE MATERIALS [J].
BERENBAUM, R ;
BRODIE, I .
BRITISH JOURNAL OF APPLIED PHYSICS, 1959, 10 (06) :281-287
[3]  
BIENIAWSKI ZT, 1978, INT J ROCK MECH MIN, V15, P99
[4]   PROBABILISTIC NONLOCAL DAMAGE MODEL FOR CONTINUA WITH RANDOM-FIELD PROPERTIES [J].
CARMELIET, J ;
HENS, H .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1994, 120 (10) :2013-2027
[5]   STOCHASTIC APPROACHES FOR DAMAGE EVOLUTION IN STANDARD AND NONSTANDARD CONTINUA [J].
CARMELIET, J ;
DEBORST, R .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1995, 32 (8-9) :1149-1160
[6]   SIZE AND STRESS GRADIENT EFFECTS ON FRACTURE AROUND CAVITIES [J].
CARTER, BJ .
ROCK MECHANICS AND ROCK ENGINEERING, 1992, 25 (03) :167-186
[7]   On gradient-enhanced damage and plasticity models for failure in quasi-brittle and frictional materials [J].
deBorst, R ;
Pamin, J ;
Peerlings, RHJ ;
Sluys, LJ .
COMPUTATIONAL MECHANICS, 1995, 17 (1-2) :130-141
[8]   DEFORMATION AND FRACTURE AROUND CYLINDRICAL OPENINGS IN ROCK .1. OBSERVATIONS AND ANALYSIS OF DEFORMATIONS [J].
EWY, RT ;
COOK, NGW .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1990, 27 (05) :387-407
[9]  
Hobbs D.W., 1965, BR J APPL PHYS, V16, P259, DOI DOI 10.1088/0508-3443/16/2/319
[10]  
Hobbs D. W., 1964, INT J ROCK MECH MIN, V1, P385, DOI [10.1016/0148-9062(64)90005-1, DOI 10.1016/0148-9062(64)90005-1]