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Keywords: fatigue analysis
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Journal Articles
Publisher: ASME
Article Type: Research Papers
J. Offshore Mech. Arct. Eng. June 2025, 147(3): 031702.
Paper No: OMAE-24-1033
Published Online: September 3, 2024
... 2024 21 05 2024 22 05 2024 03 09 2024 Graphical Abstract Figure dynamic power cable fatigue analysis fretting Maxwell stress numerical simulation water tree wear computational mechanics and design dynamics of structures fatigue and fracture reliability...
Journal Articles
Journal Articles
Publisher: ASME
Article Type: Research Papers
J. Offshore Mech. Arct. Eng. February 2020, 142(1): 011607.
Paper No: OMAE-18-1131
Published Online: October 3, 2019
... Investigation on Dynamic Stiffness of Damaged Synthetic Fiber Ropes for Deepwater Moorings ,” ASME J. Offshore Mech. Arct. Eng. , 137 ( 6 ), p. 061401 . 10.1115/1.4031392 [23] Huang , W. , Liu , H. X. , Shan , G. M. , and Hu , C. , 2011 , “ Fatigue Analysis of the Taut-Wire Mooring...
Journal Articles
Publisher: ASME
Article Type: Research-Article
J. Offshore Mech. Arct. Eng. December 2019, 141(6): 061602.
Paper No: OMAE-18-1077
Published Online: March 25, 2019
... York . Montgomery , D. C. , and Runger , G. C. , 1998 , Applied Statistics and Probability for Engineers , 2nd ed , Wiley , New York . Kelma , S. , and Schaumann , P. , 2015 , “ Probabilistic Fatigue Analysis of Jacket Support Structures for Offshore Wind Turbines...
Journal Articles
Publisher: ASME
Article Type: Ocean Renewable Energy
J. Offshore Mech. Arct. Eng. August 2012, 134(3): 031902.
Published Online: February 2, 2012
...Haiyan Long; Geir Moe The fatigue assessment of support structures is one of the most significant challenges in the design of offshore wind turbines (OWT). Fatigue analysis can be conducted in either the time-domain or the frequency-domain. The advantage of frequency-domain analysis is its time...
Journal Articles
Publisher: ASME
Article Type: Offshore Technology
J. Offshore Mech. Arct. Eng. February 2012, 134(1): 011304.
Published Online: October 13, 2011
.... In this paper, only wave class C ( H s from 1.0 m to 2.0 m and T p from 2.5 s to 5.1 s) is considered. Structural failure of a steel plant probably caused by fatigue has recently been reported for a location classified as wave class C, see Ref. 5 . The fatigue analysis methodology...