2014
DOI: 10.1016/j.strusafe.2014.05.007
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Fatigue failure analysis of stay cables with initial defects: Ewijk bridge case study

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Cited by 21 publications
(11 citation statements)
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“…wire to the break of the rope, or whether the inner or outer wires break first. It is clear, however, that failure of full locked coil ropes usually occurs in the Z-shaped wire, because of its greater stiffness and thus higher secondary bending stresses and the greater probability of surface defects, see [20,21] or [23].…”
Section: Articlementioning
confidence: 99%
See 1 more Smart Citation
“…wire to the break of the rope, or whether the inner or outer wires break first. It is clear, however, that failure of full locked coil ropes usually occurs in the Z-shaped wire, because of its greater stiffness and thus higher secondary bending stresses and the greater probability of surface defects, see [20,21] or [23].…”
Section: Articlementioning
confidence: 99%
“…Surface defects act as initiators of fatigue cracking. Although they are often caused by the drawing process (see [18] or [20]), the drawing process itself also leads to a decrease in the size of the defects [21].…”
Section: Preliminary Remarksmentioning
confidence: 99%
“…It is clear, however, that failure of full locked coil ropes usually occurs in the Z-shaped wire, because of larger stiffness and thus larger secondary bending stresses and the larger probability of surface defects; see (10), (11) or (12). Cold-drawing introduces high tensile residual stress at the surface (and compression residual stress at the centreline).…”
Section: Preliminary Remarksmentioning
confidence: 99%
“….    (28) and (29) If re-distribution of stress from a point that is weakened by the crack is not taken into account, the crack propagation crack is usually rather high in the practical range of detectable values. If a fatigue crack is found during the inspection, it is necessary to monitor the safe growth of the crack or to take actions that will slow down or stop further propagation of the fatigue crack.…”
Section: Determination Of Structural Inspectionsmentioning
confidence: 99%
“…Considering the detail of connection of the flange plate, it was decided to choose the mean value of a 0 = 0.2 mm with lognormal distribution. The chosen mean value a 0 = 0.2 mm with log-normal probability distribution represents a significant asymmetry histogram with a larger variance for a0 > 0.2 mm according to [29]. The probabilistic calculation was performed using FCProbCalc software ("Fatigue Crack Probability Calculation") [17], which has been developed using the aforementioned techniques.…”
Section: Example Of Probabilistic Calculationmentioning
confidence: 99%