2006
DOI: 10.1016/j.ijfatigue.2005.05.001
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Fatigue life prediction under variable loading based on a new non-linear continuum damage mechanics model

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Cited by 147 publications
(106 citation statements)
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“…Lifetime for  =150MPa is N=430,000 cycles, W=0.1563 MJm -3 and for  =200MPa is N=150,000 cycles, W=0.2778MJm -3 . W-1 is the energy due to the fatigue life of 2×10 6 cycles, and W-1=0.06783MJm -3 .The loading conditions are illustrated in Fig.1, in which β1 is the fraction of life at level 1, β2 is the fraction of life at level 2 until fracture.…”
Section: Life Prediction By the Proposed Approachmentioning
confidence: 99%
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“…Lifetime for  =150MPa is N=430,000 cycles, W=0.1563 MJm -3 and for  =200MPa is N=150,000 cycles, W=0.2778MJm -3 . W-1 is the energy due to the fatigue life of 2×10 6 cycles, and W-1=0.06783MJm -3 .The loading conditions are illustrated in Fig.1, in which β1 is the fraction of life at level 1, β2 is the fraction of life at level 2 until fracture.…”
Section: Life Prediction By the Proposed Approachmentioning
confidence: 99%
“…That is, the fatigue lives predicted by Miner rule are lower than experimental values the for increasing loading and are higher than the experimental results for decreasing loading under the same loading level [2]. Therefore, many methods [3][4][5][6][7][8][9][10][11][12] has been conducted to predict fatigue life under variable loading condition based on nonlinear damage cumulative model. Especially, the literatures [13][14][15][16] explore methods to predict the fatigue life of aluminum alloy 2024-T42 subjected to variable amplitude loading.…”
Section: Introductionmentioning
confidence: 99%
“…The possible paths in Fig. 2 From Table 1, it can be seen that there are two possible changing points of strength (1-2), four possible changing points of strength (3-6) and eight possible changing points (7)(8)(9)(10)(11)(12)(13)(14) at t 1 , t 2 and t 3 , respectively. When calculating reliability by using the strength distribution at each load application, paths with all possible combinations of changing points of strength are taken into account, which also include impossible paths, such as path r 0 -1-6-10, path r 0 -2-4-12, etc.…”
Section: Reliability Models With Respect To Load Application Timesmentioning
confidence: 99%
“…D(n) is the cumulative damage caused by load, which is determined by both load application times n and the magnitude of load. According to the Miner linear damage accumulation rule [14], the damage caused by a load with a magnitude of once is:…”
Section: Reliability Models With Respect To Load Application Timesmentioning
confidence: 99%
“…The Miner's rule has always been acknowledged as a simplification that is easy to use in design where detailed loading history is unknown. But under many variable amplitude loading conditions, life predictions have been found to be unreliable since it did not properly take into account the loading sequence effect [8][9][10]. Therefore, it is uncertain to use the Miner's rule for remaining fatigue life estimation of railway bridges because most of the railway bridges are subjected to variable amplitude loadings.…”
Section: Introductionmentioning
confidence: 99%