scholarly journals Weld root fatigue assessment of load-carrying fillet welded joints: 4R method compared to other methods

Author(s):  
Hamidreza Rohani Raftar ◽  
Edris Dabiri ◽  
Antti Ahola ◽  
Timo Björk
2021 ◽  
Vol 144 ◽  
pp. 106076
Author(s):  
Hamidreza Rohani Raftar ◽  
Mohammad Dabiri ◽  
Antti Ahola ◽  
Timo Björk

2007 ◽  
Vol 348-349 ◽  
pp. 449-452 ◽  
Author(s):  
Paolo Lazzarin ◽  
Filippo Berto ◽  
D. Radaj

The paper demonstrates the close correspondence between two local approaches to assess the fatigue strength of welded joints: Radaj’s approach based on fictitious notch rounding and a recently proposed approach based on the local strain energy density (SED) averaged over a given control volume. This volume surrounds the weld root or weld toe, both modelled as sharp (zero radius) V-notches with different opening angles. The two approaches are applied to load carrying and non-load carrying cruciform joints and the theoretical fatigue notch factors Kf are compared. The SED averaged over the control volume is determined from finite element models with very fine meshes, as typically designed to evaluate the intensity of the asymptotic stress distributions, and also from coarse meshes, showing a surprisingly good correspondence.


2011 ◽  
pp. 295-302
Author(s):  
Wolfgang Fricke ◽  
Matteo Codda ◽  
Olav Feltz ◽  
Yordan Garbatov ◽  
Heikki Remes ◽  
...  

2016 ◽  
Vol 60 (3) ◽  
pp. 559-572 ◽  
Author(s):  
Giovanni Meneghetti ◽  
Davide Marini ◽  
Vittorio Babini

2012 ◽  
Vol 30 (6) ◽  
pp. 86-91
Author(s):  
Seong-Min Kim ◽  
Young-Nam Kim ◽  
Seung-Hyun Lee ◽  
Myung-Hyun Kim

2018 ◽  
Vol 188 ◽  
pp. 02013
Author(s):  
Luigi Mario Viespoli ◽  
Francesco Mutignani ◽  
Gabor Gulyas ◽  
Heikki Remes ◽  
Filippo Berto

Performing the fatigue assessment of a welded joint using the Notch Stress Intensity Factors [1] presents two major challenges. The first is the necessity of a precise reconstruction of the stress field around the notch tip, thus needing an extremely refined discretization with an evident computational cost. The other, is that the dimensions of the N-SIFs and so their critical values, vary accordingly to the William’s solution [2] depending on the notch-opening angle. Consequence of this is that the mechanical properties necessary for the assessment vary as a function of the geometry treated. The research to overcome this issue has led to the use of the local Strain Energy Density [3]. The power of this parameter, used as a tool to perform fatigue assessment, consists of having a very low mesh refinement sensitivity [4], being the energy computed directly from nodal displacements and stiffness matrix [5], and having constant dimensions, so constant critical value for a given class of materials. In this paper, the local energetic method is applied to the analysis of the results of a series of tests performed on cruciform load carrying and non-load carrying specimens realized by S235 JRG2 structural steel plates. If load carrying, the fillet welded joints are made of S355 J2+N structural steel. The fatigue testing has been performed in atmosphere at room temperature in as welded condition both with and without the corrosion protective zinc layer. Particularly, the interest is focused on the influence of the zinc layer of the fatigue properties of the joint and on the capability of the local energetic approach, confronted with the classic nominal stress approach, to accurately predict the fatigue failure. To conclude, the investigation of the tests executed reveals no significant difference in the fatigue life for the coated samples, compared with the uncoated specimens and the predictions according to the IIW recommendations [6].


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