Fatigue life prediction for spot welds in coach-peel and lap-shear specimens based on fracture mechanics

被引:0
作者
Lin, SH [1 ]
Pan, J [1 ]
机构
[1] Univ Michigan, Ann Arbor, MI 48109 USA
来源
EIGHTH ISSAT INTERNATIONAL CONFERENCE ON RELIABILITY AND QUALITY IN DESIGN, PROCEEDINGS | 2003年
关键词
spot welds; fatigue; crack propagation; failure mode; fatigue life prediction;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A fracture mechanics approach is adopted here to examine the fatigue lives of spot welds in coach-peel and lap-shear specimens. The paths of fatigue cracks near the spot welds in these two types of specimens are first discussed. A fatigue crack growth model is then developed for spot welds in these two types of specimens based on the Paris law for crack propagation and the global and local stress intensity factor solutions for kinked cracks. Various global stress intensity factor solutions for spot welds in these specimens are used to obtain the local stress intensity factor solutions with the experimentally determined kink angles. The results indicate that the fatigue life predictions based on accurate global stress intensity factor solutions are compared well with the experimental results.
引用
收藏
页码:130 / 134
页数:5
相关论文
共 14 条
[1]  
Barson J. M., 1999, FRACTURE FATIGUE CON
[2]  
BOREK D, 1987, ELEMENTARY ENG FRACT
[3]  
Gao Y, 2001, SAE T, P738
[4]   A crack growth approach to life prediction of spot-welded lap joints [J].
Newman, JA ;
Dowling, NE .
FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 1998, 21 (09) :1123-1132
[5]   Spot welds fatigue life prediction with cyclic strain range [J].
Pan, N ;
Sheppard, S .
INTERNATIONAL JOURNAL OF FATIGUE, 2002, 24 (05) :519-528
[6]  
POOL LP, 1975, INT J FRACTURE, V11, P173
[7]  
SAWHILL JM, 1980, WELD J, V59, P19
[8]  
SHEPPARD SD, 1993, AM SOC TEST MATER, V1211, P169, DOI 10.1520/STP15085S
[9]  
Suresh S., 2003, FATIGUE MAT
[10]   A FATIGUE DESIGN PARAMETER FOR SPOT WELDS [J].
SWELLAM, MH ;
BANAS, G ;
LAWRENCE, FV .
FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 1994, 17 (10) :1197-1204