2012
DOI: 10.1016/j.ijfatigue.2012.04.001
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Design optimisation of linear structures subjected to dynamic random loads with respect to fatigue life

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Cited by 25 publications
(13 citation statements)
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“…Recently, several research studies have been done in the area of the vibrational fatigue under a random base-excitation. Pagnacco et al [12] optimised a thickness distribution of a plate structure to prolong the structure's fatigue life when exposed to the random vibration. Furthermore, Paulus and Dasgupta [13] proposed a semi-empirical model for fatigue life estimation for the case of the random vibration load.…”
Section: Introductionmentioning
confidence: 99%
“…Recently, several research studies have been done in the area of the vibrational fatigue under a random base-excitation. Pagnacco et al [12] optimised a thickness distribution of a plate structure to prolong the structure's fatigue life when exposed to the random vibration. Furthermore, Paulus and Dasgupta [13] proposed a semi-empirical model for fatigue life estimation for the case of the random vibration load.…”
Section: Introductionmentioning
confidence: 99%
“…Therefore, characterizing vibration‐fatigue strength and life is imperative in performing both mechanical design and structural dynamic analysis . In general, the dynamic analysis can efficiently be conducted in the frequency domain, particularly when the vibration loads are random …”
Section: Introductionmentioning
confidence: 99%
“…5,6 In general, the dynamic analysis can efficiently be conducted in the frequency domain, particularly when the vibration loads are random. [7][8][9][10][11][12][13][14] Designing fatigue-resistant structural components exposed to complex dynamic loads can be challenging. [15][16][17][18][19][20] Thus, estimating the fatigue life in the frequency domain can be advantageous because it is computationally far more efficient than in the time domain.…”
Section: Introductionmentioning
confidence: 99%
“…Otherwise, it would be non-stationary. To a large extent, some secondary structure designs were mostly based on stationary random excitations [2] that were greatly considered in the advanced formulations of dynamic optimization problems [3][4][5][6].…”
Section: Introductionmentioning
confidence: 99%