A numerical study on the effect of symmetric crack flank holes on fatigue life extension of a SENT specimen

2014 ◽  
Vol 37 (10) ◽  
pp. 1153-1164 ◽  
Author(s):  
M. R. Ayatollahi ◽  
S. M. J. Razavi ◽  
H.R. Chamani
Keyword(s):  
Fatigue Life ◽  
Numerical Study ◽  
Life Extension ◽  
Symmetric Crack

scholarly journals Correction: Wang et al. Generalized SCF Formula of Out-Of-Plane Gusset Welded Joints and Assessment of Fatigue Life Extension by Additional Weld. Materials 2021, 14, 1249

Materials ◽  
2021 ◽  
Vol 14 (9) ◽  
pp. 2331
Author(s):  
Yixun Wang ◽  
Yuxiao Luo ◽  
Yuki Kotani ◽  
Seiichiro Tsutsumi
Keyword(s):  
Fatigue Life ◽  
Welded Joints ◽  
Life Extension ◽  
Out Of Plane

The authors wish to revise in the text of Appendix A, pages 19–21 [...]

scholarly journals Generalized SCF Formula of Out-Of-Plane Gusset Welded Joints and Assessment of Fatigue Life Extension by Additional Weld

Materials ◽  
2021 ◽  
Vol 14 (5) ◽  
pp. 1249
Author(s):  
Yixun Wang ◽  
Yuxiao Luo ◽  
Yuki Kotani ◽  
Seiichiro Tsutsumi
Keyword(s):  
Fatigue Life ◽  
Fatigue Resistance ◽  
Welded Joints ◽  
Life Extension ◽  
Leg Length ◽  
Notch Stress ◽  
Out Of Plane ◽  
Weld Toe ◽  
Effective Notch Stress ◽  
Geometric Effects

The existing S-N curves by effective notch stress to assess the fatigue life of gusset welded joints can result in reduced accuracy due to the oversimplification of bead geometries. The present work proposes the parametric formulae of stress concentration factor (SCF) for as-welded gusset joints based on the spline model, by which the effective notch stress can be accurately calculated for fatigue resistance assessment. The spline model is also modified to make it applicable to the additional weld. The fatigue resistance of as-welded and additional-welded specimens is assessed considering the geometric effects and weld profiles. The results show that the error of SCFs by the proposed formulae is proven to be smaller than 5%. The additional weld can increase the fatigue life by as great as 9.4 times, mainly because the increasing weld toe radius and weld leg length lead to the smaller SCF. The proposed series of S-N curves, considering different SCFs, can be used to assess the welded joints with various geometric parameters and weld profiles.

A numerical study of fatigue life in non-Newtonian thermal EHL rolling–sliding contacts with spinning

2014 ◽  
Vol 80 ◽  
pp. 156-165 ◽  
Author(s):  
Xiao-Liang Yan ◽  
Xiao-Li Wang ◽  
Yu-Yan Zhang
Keyword(s):  
Fatigue Life ◽  
Numerical Study ◽  
Sliding Contacts ◽  
Thermal Ehl

Fatigue Life Extension of Riveted Connections

1975 ◽  
Vol 101 (12) ◽  
pp. 2591-2608 ◽  
Author(s):  
Harold S. Reemsnyder
Keyword(s):  
Fatigue Life ◽  
Life Extension

Discussion of “Fatigue Life Extension of Riveted Connections”

1976 ◽  
Vol 102 (9) ◽  
pp. 1964-1966
Author(s):  
Eugene Chesson
Keyword(s):  
Fatigue Life ◽  
Life Extension

A comparison of the turbine tower damping effects of a series of back twisted active pitch-to-stall blades for a spar and a semi-submersible FOWT

2021 ◽  
pp. 1-21
Author(s):  
Dawn Ward ◽  
Maurizio Collu ◽  
Joy Sumner
Keyword(s):  
Fatigue Life ◽  
Twist Angle ◽  
Offshore Wind ◽  
Life Extension ◽  
Variable Speed ◽  
Initiation Point ◽  
Variable Pitch ◽  
Floating Offshore Wind Turbines ◽  
The Impact ◽  
Axial Fatigue

Abstract Floating offshore wind turbines are subjected to higher tower fatigue loads than their fixed-to-seabed counterparts, which could lead to reductions in turbine life. The worst increases are generally seen in the tower axial fatigue, associated with the tower fore-aft bending moment. For a spar type platform this has been shown to increase by up to x2.5 and, for a semi-submersible platform, by up to x1.8. Reducing these loads would be beneficial, as the alternative of strengthening the towers leads to increases in cost. Here, two offshore floating wind turbine systems, of the spar type, are analysed and selected responses and tower fatigue compared: one incorporates a variable speed, variable pitch-to-stall blade control system and a back twisted blade, and the other a conventional pitch-to-feather control. The results are then compared to those obtained in an earlier study, where the same turbine configurations were coupled to a semi-submersible platform. A weighted wind frequency analysis at three mean turbulent wind speeds highlights that the impact of the back twist angle magnitude and initiation point on tower axial fatigue life extension was the same for both platform types. Compared to their respective feather base models, an increase in the tower axial fatigue life of 18.8% was seen with a spar platform and 10.2% with a semi-submersible platform, when a back twist angle to the tip of −6° was imposed along with the variable speed, variable pitch-to-stall control.

Fatigue Life Extension of Cracked Welded Joints by ICR Treatment Under Tensile Loading

2013 ◽  
Author(s):  
Kazuo Tateishi ◽  
Hanji Takeshi ◽  
Yoshitaka Tsuruta ◽  
Sho Sasada ◽  
Sung-Min Choi
Keyword(s):  
Fatigue Life ◽  
Welded Joints ◽  
Tensile Loading ◽  
Life Extension

Local Shape Optimization of Notches in Airframe for Fatigue-Life Extension

2008 ◽  
Vol 32 (12) ◽  
pp. 1132-1139 ◽  
Author(s):  
Jun-Ho Won ◽  
Joo-Ho Choi ◽  
Jin-Hyuk Gang ◽  
Da-Wn An ◽  
Gi-Jun Yoon
Keyword(s):  
Fatigue Life ◽  
Shape Optimization ◽  
Life Extension ◽  
Local Shape
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