Prediction of fatigue limit improvement in needle peened welded joints containing crack-like defects

被引:17
作者
Fueki, Ryutaro [1 ]
Takahashi, Koji [1 ]
机构
[1] Yokohama Natl Univ, Div Mat Sci & Engn, Yokohama, Kanagawa, Japan
关键词
Surface defect; Stainless steel; Welded joint; Residual stress; Fatigue limit; Needle peening;
D O I
10.1108/IJSI-03-2017-0019
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Purpose - The purpose of this paper is to estimate the acceptable defect size amax after needle peening (NP) and predict the fatigue limit improvement through the use of NP for an austenitic stainless steel welded joint containing an artificial semi-circular slit on a weld toe. Design/methodology/approach - Residual stress and hardness distribution were measured. Microstructures around the weld toe were observed to clarify the cause for the change in hardness after NP. Finite element method analysis was used to analyze the change in the stress concentration following NP. Fracture mechanics was used to evaluate amax after NP. The fatigue limits before and after NP were predicted by determining amax for several levels of stress amplitude. Findings - The tensile residual stress induced at the surface of the weld toe prior to NP changed to a compressive residual stress after NP. The residual stress near the surface layer after NP exceeded the yield stress prior to NP due to the increase in yield stress as a result of work hardening as well as the generation of a deformation-induced martensitic structure. The stress concentration was reduced due to the shape improvement caused by NP. The estimation value of amax after NP and the prediction results of fatigue limits were in good agreement with the fatigue test results. Practical implications - The proposed method is useful in improving the reliability of welded joints used in large steel structures, transportation equipments and industrial machines. Originality/value - From an engineering perspective, it is essential to estimate amax and the fatigue limit of welded joints with crack-like defects. However, it is unclear as to whether it is possible to predict amax and the effects of NP on the fatigue limit for stainless steel welded joints.
引用
收藏
页码:50 / 64
页数:15
相关论文
共 16 条
[1]  
BARSOUM RS, 1975, INT J NUMER METH ENG, V10, P25
[2]   PREDICTION OF NON PROPAGATING CRACKS [J].
ELHADDAD, MH ;
TOPPER, TH ;
SMITH, KN .
ENGINEERING FRACTURE MECHANICS, 1979, 11 (03) :573-584
[3]  
Fueki R, 2015, MAT SCI APPL, V06, P500, DOI 10.4236/msa.2015.66053
[4]   Effect of peening on the fatigue limit of welded structural steel with surface crack, and rendering the crack harmless [J].
Houjou, Keiji ;
Takahashi, Koji ;
Ando, Kotoji ;
Abe, Hisanori .
INTERNATIONAL JOURNAL OF STRUCTURAL INTEGRITY, 2014, 5 (04) :279-289
[5]   Improvement of fatigue limit by shot peening for high-tensile strength steel containing a crack in the stress concentration zone [J].
Houjou, Keiji ;
Takahashi, Koji ;
Ando, Kotoji .
INTERNATIONAL JOURNAL OF STRUCTURAL INTEGRITY, 2013, 4 (02) :258-266
[6]   Failure modes and fatigue strength of improved HSS welds [J].
Marquis, Gary .
ENGINEERING FRACTURE MECHANICS, 2010, 77 (11) :2051-2062
[7]   EFFECTS OF STRAIN STATE AND STRAIN RATE ON DEFORMATION-INDUCED TRANSFORMATION IN 304 STAINLESS-STEEL .2. MICROSTRUCTURAL STUDY [J].
MURR, LE ;
STAUDHAMMER, KP ;
HECKER, SS .
METALLURGICAL TRANSACTIONS A-PHYSICAL METALLURGY AND MATERIALS SCIENCE, 1982, 13 (04) :627-635
[8]  
NAKAJIMA M, 2007, T JAPAN SOC MECH E A, V73, P796
[9]   AN EMPIRICAL STRESS-INTENSITY FACTOR EQUATION FOR THE SURFACE CRACK [J].
NEWMAN, JC ;
RAJU, IS .
ENGINEERING FRACTURE MECHANICS, 1981, 15 (1-2) :185-192
[10]  
Nose T., 2008, T JSME A, V74, P166