2014
DOI: 10.1007/978-3-642-41831-0
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Towards a Unified Fatigue Life Prediction Method for Marine Structures

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Cited by 14 publications
(15 citation statements)
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References 94 publications
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“…where Φ is the modified factor of the crack opening level and its expression varies with the different loading modes. More information on the above crack growth rate model can be obtained from the respective references [8][9][10]. Fig.…”
Section: Application Of Slhs In the Unified Fatigue Life Prediction Mmentioning
confidence: 99%
See 2 more Smart Citations
“…where Φ is the modified factor of the crack opening level and its expression varies with the different loading modes. More information on the above crack growth rate model can be obtained from the respective references [8][9][10]. Fig.…”
Section: Application Of Slhs In the Unified Fatigue Life Prediction Mmentioning
confidence: 99%
“…Methods based on FCP theory have the potential to meet precision requirements and to explain most of phenomena observed so far. In the last decade, the authors' group has spent great efforts to develop a unified fatigue life prediction (UFLP) method for marine structures [3][4][5][6][7][8][9][10]. There are two critical issues that need to be solved for this development.…”
Section: Introductionmentioning
confidence: 99%
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“…ΔK f = ΔK f,e and ΔK th = ΔK th,e , has been introduced to deal with crack growth anomalies as well (McEvily and Minakawa 1984). In order to develop a unified crack growth relation (Cui et al 2011(Cui et al , 2014Huang et al 2009), McEvily's model has been generalised by incorporating unstable growth in region-iii up to fracture (Figure 7) and slope values different from m = 2 because of material dependency.…”
Section: Crack Tip Stress Intensity Criterionmentioning
confidence: 99%
“…Different from the CFD method, the FCP approach is based on fracture mechanics and can take into account load sequence effects. There have been studies adopting the FCP approach for fatigue life assessment (Cui, 2002;Miller, 1999;Newman Jr, 1998).…”
Section: Non-linear Bending Analysismentioning
confidence: 99%