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This paper focuses on the fatigue behaviour of welded joints under variable amplitude loads.
The fatigue design of bridges under variable amplitude traffic loads is not straightforward.
Finally some applications to lifetime prediction under variable amplitude fatigue loading are presented.
Five models were tested, three under constant and two under variable amplitude loading.
A model was developed for mode I fatigue crack growth under variable amplitude loading conditions.
The consequences for fatigue lives under variable amplitude and multiaxial loading are discussed.
A nonlinear model for fatigue damage accumulation under variable amplitude loading is presented.
Furthermore, the mechanism of crack evolution under variable amplitude thermal fatigue was discussed.
The fatigue tests were performed under variable amplitude loading with a maximum stress of 1000 MPa.
This paper serves to simulate the fatigue life of a parabolic leaf spring design under variable amplitude loading (VAL).
Load cycle interactions can have a very significant effect in fatigue crack growth under variable amplitude loading.
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