Estimation of crack growth behavior by a residual stress field using the modified strip-yield model

被引:0
作者
Hou, CY [1 ]
Charng, JJ [1 ]
机构
[1] Acad Sinica, Inst Met Res, State Key Lab Fatigue & Fracture Mat, Shenyang 110015, Peoples R China
来源
FATIGUE AND FRACTURE MECHANICS: TWENTY-NINTH VOLUME | 1999年 / 1332卷
关键词
crack growth behavior; residual stresses; crack closure; overload; notches; modified strip-yield model;
D O I
10.1520/STP14967S
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
In a previous study, Newman's modified strip-yield model which estimates the plasticity-induced crack closure was modified to estimate the crack growth behavior in a residual stress field. The results showed that the model gave good predictions when compared with experimental data reported in literature. However, it was also found that the model failed to predict Glinka's experimental data. In the current study, this difficulty was explained by the unusual crack growth behavior in Glinka's specimens which were made of 18G2AV steel, that is, the crack closure concept cannot be used to explain the crack growth behavior in 18G2AV steel at various load ratios. Hence, it was assured that the modified strip-yield model can be used for the residual stress problems. In addition, it was found that the crack growth behavior in an overload or a notch plastic zone can be served by treating the crack growth in a way that the crack propagates in the residual stress field caused by the overload or the notch plasticity. This approach successfully captured the crack growth behavior in these pre-existing plastic zones. and the phenomenon that the measured overload affected distance in thin plates being much larger than the overload plastic zone size could be possibly explained by the residual stresses induced by the overload plasticity.
引用
收藏
页码:516 / 534
页数:19
相关论文
共 14 条
[1]   FINITE-ELEMENT ANALYSIS OF CLOSURE BEHAVIOR OF FATIGUE CRACKS IN RESIDUAL-STRESS FIELDS [J].
CHOI, HC ;
SONG, JH .
FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 1995, 18 (01) :105-117
[2]  
FLECK NA, 1988, ASTM STP, V924, P157
[3]  
Glinka G., 1979, ASTM STP, V2, P198, DOI DOI 10.1520/STP34914S
[4]   Crack closure in weldments [J].
Hou, CY ;
Lawrence, FV .
FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 1996, 19 (06) :683-693
[5]  
HOU CY, 1994, THESIS U ILLINOIS UR
[6]   FATIGUE CRACK-GROWTH AND CLOSURE THROUGH A TENSILE RESIDUAL-STRESS FIELD UNDER COMPRESSIVE APPLIED LOADING [J].
KANG, KJ ;
SONG, JH ;
EARMME, YY .
FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 1989, 12 (05) :363-376
[7]  
KEYVANFAR F, 1988, ASTM STP, V982, P414
[8]  
KURIHARA M, 1985, CURRENT RES FATIGUE, V1, P217
[9]  
NELSON DV, 1982, ASTM STP, V776, P172, DOI DOI 10.1016/J.IJFATIGUE.2006.05.008
[10]  
Newman J.C., 1981, METHODS MODELS PREDI, P53, DOI [10.1520/STP748-EB, 10.1520/STP28334S, DOI 10.1520/STP28334S]