Fatigue life and crack path predictions in generic 2D structural components

被引:116
作者
Miranda, ACO
Meggiolaro, MA
Castro, JTP
Martha, LF
Bittencourt, TN
机构
[1] Pontificia Univ Catolica Rio de Janeiro, Dept Mech Engn, BR-22453 Rio De Janeiro, Brazil
[2] Pontificia Univ Catolica Rio de Janeiro, Dept Civil Engn, BR-22453 Rio De Janeiro, Brazil
[3] Univ Sao Paulo, Polytech Sch, Dept Struct & Fdn Engn, EPUSP, BR-05424970 Sao Paulo, SP, Brazil
关键词
crack propagation; fatigue; finite elements;
D O I
10.1016/S0013-7944(02)00099-1
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This paper proposes a reliable and cost-effective two-phase methodology to predict crack propagation life in generic two-dimensional (213) structural components. First, the usually curved fatigue crack path and its stress-intensity factors are calculated at small,crack increments in a specialized finite-element software, using automatic remeshing algorithms, special crack tip elements and appropriate crack increment criteria. Then, the computed stress-intensity factors are transferred to a powerful general-purpose fatigue-design program, which has been designed to predict both initiation and propagation fatigue lives by means of classical design methods. Particularly, its crack propagation module accepts any K, expression and any crack growth rate model, considering sequence effects such as overload-induced crack retardation to deal with 1D and 2D crack propagation under variable amplitude loading. Non-trivial application examples compare the numerical simulation results with those measured in physical experiments. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:1259 / 1279
页数:21
相关论文
共 36 条
[1]  
[Anonymous], 1987, ART GALLERY THEOREMS
[2]  
ARAUJO TDP, 1997, INT J ROCK MECH MIN, V34, P551
[3]   Quasi-automatic simulation of crack propagation for 2D LEFM problems [J].
Bittencourt, TN ;
Wawrzynek, PA ;
Ingraffea, AR ;
Sousa, JL .
ENGINEERING FRACTURE MECHANICS, 1996, 55 (02) :321-334
[4]  
Broek D., 1988, PRACTICAL USE FRACTU
[5]  
CARPINTERI A, 1992, P 1 INT C FRACT MECH, P1
[6]  
CARVALHO CV, 1999, PACAM 6 6 PAN AM C A, V6, P377
[7]  
CASTRO JTP, 1999, BRAZILIAN J MECH SCI, V21, P294
[8]  
Chan CT, 1997, COMMUN NUMER METH EN, V13, P33, DOI 10.1002/(SICI)1099-0887(199701)13:1<33::AID-CNM39>3.3.CO
[9]  
2-I
[10]  
Dodds RH, 1988, NUMERICAL EVALUATION