2009
DOI: 10.1016/j.ijfatigue.2008.06.001
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Multiaxial fatigue assessment of welded joints – Recommendations for design codes

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Cited by 61 publications
(62 citation statements)
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“…14 The assessment becomes more complex in the presence of a multiaxial stress state. [15][16][17] Some fatigue cracks have been detected in ship structures within a few years of their service life, and this type of fatigue cannot be adequately explained by the high-cycle fatigue (HCF) approaches based on the S-N curve. Most ship structures consist of plate details, connected to longitudinal and transverse members by welded joints, which are the sites of high stress concentrations, and are subject to severe environmental loading from wave pressure, ship motions and loading/unloading operations, which induce significant fatigue loads.…”
Section: Introductionmentioning
confidence: 99%
“…14 The assessment becomes more complex in the presence of a multiaxial stress state. [15][16][17] Some fatigue cracks have been detected in ship structures within a few years of their service life, and this type of fatigue cannot be adequately explained by the high-cycle fatigue (HCF) approaches based on the S-N curve. Most ship structures consist of plate details, connected to longitudinal and transverse members by welded joints, which are the sites of high stress concentrations, and are subject to severe environmental loading from wave pressure, ship motions and loading/unloading operations, which induce significant fatigue loads.…”
Section: Introductionmentioning
confidence: 99%
“…As it was shown in [6,7], there are intermediate materials, where the critical plane position is not influenced only by normal or shear stress. Aluminium alloys belong to that group of materials.…”
Section: Criteria Of Multiaxial Fatigue On the Critical Planementioning
confidence: 72%
“…There are different approaches to deal the previous problem, which are based on obtaining an equivalent uniaxial stress. Between the different approaches, the following methods can be remarked: (i) the recommendations suggested by the standard codes [11,12,14,29], (ii) the effective equivalent stress hypothesis proposed by Sonsino [30,31], for ductile steels welds under multiaxial non-proportional loadings, (iii) the methods based on critical plane approach [2,32,33]. The main drawback of the previous methods is that they do not consider the real value of RS.…”
Section: Introductionmentioning
confidence: 99%