2001
DOI: 10.1046/j.1460-2695.2001.00393.x
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Multiaxial fatigue of welded joints under constant and variable amplitude loadings

Abstract: Flange-tube joints from fine grained steel StE 460 with unmachined welds were investigated under biaxial constant and variable amplitude loading (bending and torsion) in the range of 10(3) to 5 x 10(6) cycles to crack initiation and break-through, respectively. In order not to interfere with residual stresses they were relieved by a heat treatment. In-phase loading can be treated fairly well using the conventional hypotheses (von Mises or Tresca) on the basis of nominal, structural or local strains or stresses… Show more

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Cited by 96 publications
(124 citation statements)
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“…Adopting an effective equivalent stress hypothesis, only endurance is considered (e.g. Sonsino and Kueppers 2001;Sonsino and Lagoda 2004). Using a modified resistance (i.e.…”
Section: Effective Notch Stress or Strain Criterionmentioning
confidence: 99%
“…Adopting an effective equivalent stress hypothesis, only endurance is considered (e.g. Sonsino and Kueppers 2001;Sonsino and Lagoda 2004). Using a modified resistance (i.e.…”
Section: Effective Notch Stress or Strain Criterionmentioning
confidence: 99%
“…However the condition da p /dt <da/dt is to be fulfilled during the whole crack propagation period. If it is not satisfied then pits will be formed on the crack path in the early phase of crack propagation, that was observed in some tests [8,36].…”
Section: δK ≥ δK Thmentioning
confidence: 99%
“…Most of the stressbased fatigue approaches were based on the assumption that load sequence effects are neglected and require the prescription of fatigue loadings, the availability of existing S-N curve database and the determination of stress concentration factor. The fatigue life of a structure under multi-axial loading has been estimated by methods based on principal stress ranges, effective stresses or stress states at different crack planes (Li et al, 2001;Sonsino and Kueppers, 2001;Van Dang et al, 2001;Yousefi et al, 2001). Different from the CFD method, the FCP approach is based on fracture mechanics and can take into account load sequence effects.…”
Section: Non-linear Bending Analysismentioning
confidence: 99%