2020
DOI: 10.1016/j.apor.2020.102294
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Fatigue-damage prediction for ship and offshore structures under wide-banded non-Gaussian random loadings part I: Approximation of cycle distribution in wide-banded gaussian random processes

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Cited by 11 publications
(3 citation statements)
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“…SHM consists of five keys: (i) sensing system description, (ii) sensor data acquisition, (iii) shape/strain/stress-sensing process, (iv) global/local failure prediction, and (v) decision-making process. Real-time deformation evaluation [ 8 , 9 ], vibration-based monitoring [ 10 , 11 , 12 , 13 ], and other SHM approaches [ 14 , 15 ] involve the implementation of sensors such as accelerometers, displacement sensors, or strain gauges [ 16 , 17 , 18 ], which are directly mounted on structural components to measure mechanical responses. SHM can assess the structural integrity, cracks, and damage during their initial phase and subsequently reduce the maintenance costs.…”
Section: Introductionmentioning
confidence: 99%
“…SHM consists of five keys: (i) sensing system description, (ii) sensor data acquisition, (iii) shape/strain/stress-sensing process, (iv) global/local failure prediction, and (v) decision-making process. Real-time deformation evaluation [ 8 , 9 ], vibration-based monitoring [ 10 , 11 , 12 , 13 ], and other SHM approaches [ 14 , 15 ] involve the implementation of sensors such as accelerometers, displacement sensors, or strain gauges [ 16 , 17 , 18 ], which are directly mounted on structural components to measure mechanical responses. SHM can assess the structural integrity, cracks, and damage during their initial phase and subsequently reduce the maintenance costs.…”
Section: Introductionmentioning
confidence: 99%
“…e selection of acceleration parameters and determination of the equivalent acceleration time directly affect the rationality of the acceleration fatigue life. In engineering problems, many loads exhibit obvious non-Gaussian characteristics, particularly under harsh working conditions, while the non-Gaussian characteristics of excitation are particularly obvious [1]. However, in the analysis, we usually assume that the random load on the structure obeys a stationary Gaussian distribution, which often leads to the danger of fatigue damage, which implies a hidden danger to the equipment service [2].…”
Section: Introductionmentioning
confidence: 99%
“…In the following years, several spectral methods were developed to improve the accuracy of the fatigue assessment [18,19], when both low-and high-frequency components occur. In the last decade, improved methods were developed for bimodal Gaussian [20][21][22] and non-Gaussian processes [23][24][25][26][27][28], with the main aim of improving the accuracy of the fatigue damage assessment.…”
Section: Introductionmentioning
confidence: 99%