A model for modifying the S-N curve considering the effect of boundary conditions on the fatigue crack growth of welded components

被引:1
作者
Shakeri, Iman [1 ,2 ]
Wu, Weijian [3 ]
Michel, Alexander [4 ]
Eder, Martin A. [2 ]
机构
[1] Delft Univ Technol, Fac Civil Engn & Geosci, Dept Engn Struct, Delft, Netherlands
[2] Tech Univ Denmark, Dept Wind & Energy Syst, Roskilde, Denmark
[3] Tech Univ Denmark, Dept Civil & Mech Engn, Lyngby, Denmark
[4] Tech Univ Denmark, Dept Environm & resource Engn, Lyngby, Denmark
关键词
boundary conditions; fatigue crack growth; fatigue design; fatigue life; S-N curve; welded joints; PROPAGATION;
D O I
10.1111/ffe.14270
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The present study proposes a novel model to modify master S-N curves of components according to their load redistribution capability reflected in different boundary conditions (BCs) based on the fracture mechanics analysis. To that end, a comprehensive numerical study was conducted on a Single Edge Notch Bend (SENB) specimen constrained with different kinematic BCs using discrete fatigue crack growth (FCG) simulation. It was observed that BCs indeed can have a significant effect on the crack growth behavior and consequently on the resulting fatigue life under the same nominal loading conditions. The proposed model was applied to the S-N curve of a T-welded joint, and the predicted fatigue life was validated against 3D FCG simulations. Finally, FCG tests were conducted on SENB specimens to experimentally corroborate the effect of BCs on the FCG rate. Boundary conditions significantly affect crack growth, fatigue life, and S-N curve. Increase accuracy of S-N curve predictions by considering boundary condition effects. Proposed model is straight forward to apply through application of a restraint factor. Application of model is shown using fatigue crack growth simulation of T-welded joint.
引用
收藏
页码:2010 / 2028
页数:19
相关论文
共 33 条
[1]  
[Anonymous], 2021, Python
[2]  
[Anonymous], 2005, Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings
[3]   Residual stress effects on fatigue life of welded structures using LEFM [J].
Barsoum, Z. ;
Barsoum, I. .
ENGINEERING FAILURE ANALYSIS, 2009, 16 (01) :449-467
[4]   Multiscale fatigue crack growth modelling for welded stiffened panels [J].
Bozic, Z. ;
Schmauder, S. ;
Mlikota, M. ;
Hummel, M. .
FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2014, 37 (09) :1043-1054
[5]   The effect of residual stresses on fatigue crack propagation in welded stiffened panels [J].
Bozic, Zeljko ;
Schmauder, Siegfried ;
Wolf, Hinko .
ENGINEERING FAILURE ANALYSIS, 2018, 84 :346-357
[6]  
DNV-RP-C203, 2019, FATIGUE DESIGN OFFSH
[7]  
Etube LS., 2001, FATIGUE FRACTURE MEC
[8]  
Fett T., 2008, STRESS INTENSITY FAC
[9]  
FRICKE W., 2012, IIW Recommendations for the fatigue assessment of welded structures by notch stress analysis: IIW 2006-09
[10]   A brief review of recent three-dimensional studies of brittle fracture [J].
He, Z. ;
Kotousov, A. ;
Berto, F. ;
Branco, R. .
PHYSICAL MESOMECHANICS, 2016, 19 (01) :6-20