Asymptotic stress intensity factor density profiles for smeared-tip method for cohesive fracture

被引:9
作者
Bazant, ZP [1 ]
Zi, GS [1 ]
机构
[1] Northwestern Univ, Dept Civil & Environm Engn, Evanston, IL 60208 USA
基金
美国国家科学基金会;
关键词
fracture; size effect; scaling; cohesive crack; quasibrittle materials; asymptotic approximation; smeared-tip method; computation;
D O I
10.1023/A:1023947027391
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The paper presents a computational approach and numerical data which facilitate the use of the smeared-tip method for cohesive fracture in large enough structures. In the recently developed K-version of the smeared tip method, the large-size asymptotic profile of the stress intensity factor density along a cohesive crack is considered as a material characteristic, which is uniquely related to the softening stress-displacement law of the cohesive crack. After reviewing the K-version, an accurate and efficient numerical algorithm for the computation of this asymptotic profile is presented. The algorithm is based on solving a singular Abel's integral equation. The profiles corresponding to various typical softening stress-displacement laws of the cohesive crack model are computed, tabulated and plotted. The profiles for a certain range of other typical softening laws can be approximately obtained by interpolation from the tables. Knowing the profile, one can obtain with the smeared-tip method an analytical expression for the large-size solution to fracture problems, including the first two asymptotic terms of the size effect law. Consequently, numerical solutions of the integral equations of the cohesive crack model as well as finite element simulations of the cohesive crack are made superfluous. However, when the fracture process zone is attached to a notch or to the body surface and the cohesive zone ends with a stress jump, the solution is expected to be accurate only for large-enough structures.
引用
收藏
页码:145 / 159
页数:15
相关论文
共 31 条
[1]  
Baant ZP., 1998, Fracture and size effect in concrete and other quasibrittle materials, V1st ed.
[2]  
Barenblatt G. I, 1961, Adv. Appl. Mech., P3, DOI [10.1016/S0065-2156(08)70121-2, DOI 10.1016/S0065-2156(08)70121-2]
[3]  
Barenblatt G.I., 1959, PRIKL MAT MEKH, V23, P622, DOI [10.1016/0021-8928(59)90157-1, DOI 10.1016/0021-8928(59)90157-1]
[4]   Statistical prediction of fracture parameters of concrete and implications for choice of testing standard [J].
Bazant, ZP ;
Becq-Giraudon, E .
CEMENT AND CONCRETE RESEARCH, 2002, 32 (04) :529-556
[5]  
BAZANT ZP, 1994, INT J FRACTURE, V65, P277
[7]  
Bazant ZP, 2001, FRACTURE MECHANICS OF CONCRETE STRUCTURES, VOLS 1 AND 2, P651
[8]  
BAZANT ZP, 1984, J ENG MECH-ASCE, V110, P518
[9]   Stability of cohesive crack model .2. Eigenvalue analysis of size effect on strength and ductility of structures [J].
Bazant, ZP ;
Li, YN .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1995, 62 (04) :965-969
[10]  
BAZANT ZP, 1983, IUTAM PRAG S MECH GE, P281