2014
DOI: 10.1016/j.ijfatigue.2014.05.008
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Fatigue life assessment for large components based on rainflow counted local strains using the damage domain

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Cited by 16 publications
(6 citation statements)
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“…The stress ratios for critical points are confirmed by the stress amplitude and mean spectrums. According to the GH960 material performance parameters table (see Table 6), the fatigue residual life of each critical point is calculated by Eqs (10)(11)(12)(13)(14)(15). The relative results are presented in Table 7.…”
Section: Fatigue Residual Life Calculationmentioning
confidence: 99%
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“…The stress ratios for critical points are confirmed by the stress amplitude and mean spectrums. According to the GH960 material performance parameters table (see Table 6), the fatigue residual life of each critical point is calculated by Eqs (10)(11)(12)(13)(14)(15). The relative results are presented in Table 7.…”
Section: Fatigue Residual Life Calculationmentioning
confidence: 99%
“…8 (b)), the first principal stress-time histories of critical points are confirmed. Using the rain-flow counting method and Eqs (10)(11)(12)(13)(14)(15), the fatigue residual life results of critical points in the non-strengthening region are obtained under the damage stage before remanufacturing and the re-damage stage after remanufacturing. Meanwhile, for the remanufacturing finished stage, the fatigue remaining life results of critical points in local strengthening are confirmed by the fatigue residual life estimation for strengthening region of jib structure (Results provided by Zoomlion Heavy Industry Science and Technology Co., Ltd.), as shown in Table 9.…”
Section: Fatigue Remaining Life Of Jib Structure Under Remanufacturinmentioning
confidence: 99%
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“…The theory of fatigue damage accumulation states that when the stress on a part exceeds the fatigue limit, each load cycle causes a certain amount of damage to the part, and this damage can accumulate; when the damage accumulates to a critical value, the part will fatigue failure. The linear fatigue damage accumulation theory holds that the fatigue damage generated by each cycle load is independent of each other, so the total damage is the linear accumulation of each fatigue damage [19]. According to the linear fatigue damage accumulation theory, the three dimensions of the WFS load can be arranged as follows: (1) Since the load amplitude of too small has no effect on the fatigue damage of the road, only the number of cycles with a magnitude above 1000 N is calculated in the rain flow…”
Section: Resultsmentioning
confidence: 99%
“…One of the main advantages of continuum damage models is that they do not require cycle counting strategies (Anes et al, 2014;Bisping et al, 2014). However, it is not a simple task to do a mathematically correct and physically realistic description of the damage accumulation and of the strain-softening behaviour due to the degradation of the microstructure.…”
Section: Introductionmentioning
confidence: 99%