Effect of asperity damage on shear behavior of single fracture

被引:64
作者
Misra, A [1 ]
机构
[1] Univ Missouri, Dept Civil Engn, Kansas City, MO 64110 USA
关键词
fracture; damage mechanics; rock; shear behavior; friction;
D O I
10.1016/S0013-7944(02)00073-5
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Experimental studies have shown that fractures often exhibit shear resistance softening and dilatation under shearing loads. From a mechanistic viewpoint, these phenomena are a consequence of the fracture surface roughness and the material mechanical properties. Consequently, this paper utilizes a micromechanical model of fractures that explicitly considers asperity interactions on fracture surfaces. Elastic deformations and inelastic frictional sliding are considered at inclined asperity contacts. A modified spherical harmonic expansion is used to model the orientation distribution of asperity contacts. Evolution laws for asperity heights and asperity contact orientations are introduced to account for the change in surface roughness resulting from asperity damage under shear. Results obtained from the model show that the asperity contact orientation evolution law is essential for correctly modeling the softening and dilatation behavior of fractures. The model results are compared with experimental data culled from the literature. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:1997 / 2014
页数:18
相关论文
共 29 条
[1]   A NON-GAUSSIAN MODEL FOR RANDOM SURFACES [J].
ADLER, RJ ;
FIRMAN, D .
PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1981, 303 (1479) :433-462
[2]   ELASTIC DEFORMATION AND THE LAWS OF FRICTION [J].
ARCHARD, JF .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1957, 243 (1233) :190-205
[3]   EXPERIMENTAL STUDIES OF SCALE EFFECTS ON THE SHEAR BEHAVIOR OF ROCK JOINTS [J].
BANDIS, S ;
LUMSDEN, AC ;
BARTON, NR .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1981, 18 (01) :1-21
[4]  
Barton N., 1977, Rock Mechanics, V10, P1, DOI 10.1007/BF01261801
[5]   MICROMECHANICS OF ROCK FRICTION .1. EFFECTS OF SURFACE-ROUGHNESS ON INITIAL FRICTION AND SLIP HARDENING IN WESTERLY GRANITE [J].
BIEGEL, RL ;
WANG, W ;
SCHOLZ, CH ;
BOITNOTT, GN ;
YOSHIOKA, N .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 1992, 97 (B6) :8951-8964
[6]   MICROMECHANICS OF ROCK FRICTION .2. QUANTITATIVE MODELING OF INITIAL FRICTION WITH CONTACT THEORY [J].
BOITNOTT, GN ;
BIEGEL, RL ;
SCHOLZ, CH ;
YOSHIOKA, N ;
WANG, W .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 1992, 97 (B6) :8965-8978
[7]  
Bowden F. P., 1950, FRICTION LUBRICATION
[8]   CLOSURE OF RANDOM ELASTIC SURFACES IN CONTACT [J].
BROWN, SR ;
SCHOLZ, CH .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH AND PLANETS, 1985, 90 (NB7) :5531-5545
[9]   MODELING OF ROCK FRICTION .1. EXPERIMENTAL RESULTS AND CONSTITUTIVE EQUATIONS [J].
DIETERICH, JH .
JOURNAL OF GEOPHYSICAL RESEARCH, 1979, 84 (NB5) :2161-2168
[10]   MICROMECHANICS-BASED CONSTITUTIVE MODEL FOR INTERFACE SHEAR [J].
DIVAKAR, MP ;
FAFITIS, A .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1992, 118 (07) :1317-1337