Failure Process after Peak Strength of Artificial Joints by Fractal Dimension

被引:25
作者
Askari, M. [1 ]
Ahmadi, M. [1 ]
机构
[1] Tarbiat Modares Univ, Min Engn Dept, Engn Fac, POB 14115-143, Tehran, Iran
关键词
Artificial joint; Fractal dimension; Joint roughness coefficient; Residual state;
D O I
10.1007/s10706-007-9135-6
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Because lack of information when the joints exhibit strain softening behavior, the transition from peak to residual values is assumed to decrease either linearly or exponentially. Also, displacement of slide side after peak is much larger than the peak displacement and the stress approaches the residual state, thus studying failure process after peak strength is very important. In this research, three types of artificial joints with tooth-shaped asperity under repeated direct-shear were tested. Continuously movement of slide side after peak strength was monitored during shearing test. Reduction of shear parameters was examined according to two failure criteria (Barton and Patton). JRC value (Joint Roughness Coefficient) for a given profile was estimated by fractal dimension. One of the results of this study is that Barton's criterion predicts a good estimation of residual strength and the second result is when the amount of fractal dimension of a joint surface increases, the JRC amount also increases, and with having value of h (height average) and l (base average) of a tooth-shaped asperity can determine the JRC of joint surface.
引用
收藏
页码:631 / 637
页数:7
相关论文
共 10 条
[1]   REVIEW OF A NEW SHEAR-STRENGTH CRITERION FOR ROCK JOINTS [J].
BARTON, N .
ENGINEERING GEOLOGY, 1973, 7 (04) :287-332
[2]  
Goodman RE, 1979, METHODS GEOLOGICAL E
[3]   A MECHANISTICALLY-BASED MODEL FOR ROUGH ROCK JOINTS [J].
HABERFIELD, CM ;
JOHNSTON, IW .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES & GEOMECHANICS ABSTRACTS, 1994, 31 (04) :279-292
[4]  
Hoek E., 1981, ROCK SLOPE ENG
[5]  
Patton FD, 1966, P 1 C INT SOC ROCK M, V1, P509
[6]   ESTIMATING JOINT ROUGHNESS COEFFICIENTS [J].
TSE, R ;
CRUDEN, DM .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1979, 16 (05) :303-307
[7]   Reassessing the joint roughness coefficient (JRC) estimation using Z2 [J].
Yang, ZY ;
Lo, SC ;
Di, CC .
ROCK MECHANICS AND ROCK ENGINEERING, 2001, 34 (03) :243-251
[8]   The effect of asperity order on the roughness of rock joints [J].
Yang, ZY ;
Di, CC ;
Yen, KC .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2001, 38 (05) :745-752
[9]   An experimental study on the progressive shear behavior of rock joints with tooth-shaped asperities [J].
Yang, ZY ;
Chiang, DY .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2000, 37 (08) :1247-1259
[10]  
YANG ZY, 1995, MECHANICS OF JOINTED AND FAULTED ROCK, P139