Investigation of long-term extreme mooring tensions by fully coupled dynamic analysis

Author(s):  
Sheng Xu ◽  
C. Guedes Soares ◽  
Chunyan Ji
Author(s):  
Y. H. Bae ◽  
M. H. Kim

In the present study, a numerical simulation tool has been applied for the time-domain turbine-floater-tether fully-coupled dynamic analysis of a FOWT. The fully coupled dynamic analysis includes aero-blade-tower dynamics and control, mooring dynamics, and platform motions. In particular, the effects of second-order sum-frequency wave excitations on the coupled dynamic analysis are investigated. The fully coupled simulations with full blade operation are compared with those with parked condition (without blade rotation). For this purpose, a mono-column TLP with 5MW turbine in 200m water depth is selected as an example. The time histories and spectra of the FOWT motions and accelerations as well as tether top-tensions are presented for the given random collinear wind-wave condition. The shift of original floater natural frequencies due to the inclusion of tower flexural modes is demonstrated. The increase of aero damping in the case of rotating blades is also explained. The second-order sum-frequency wave loading introduces high-frequency excitations near pitch-roll resonance frequencies or lowest tower flexural modes. Its effects are more clearly seen in the blade-parked condition than the blade-fully-operational condition. The increased high-frequency responses may significantly increase tower-top accelerations and accumulated fatigue.


2011 ◽  
Vol 71-78 ◽  
pp. 3292-3296
Author(s):  
Jun Hu ◽  
Xu Ling Xu

The coupled 3D Dynamic Mechanical/Fluid is performed for the Nuozhadu earth and rock-filled dam by FLAC3D, but literature on the fully coupled of fluid-solid under earthquake is not too much. This paper gives a good example of applying FLAC3D to do the fully coupled simulation, and after a system in mechanical and fluid is got, the dynamic simulation can be done. A more accurate estimation of pore water pressure and the distribution of acceleration and irrecoverable displacement of the dam under dynamic are obtained. The result shows that permanent displacement would occur in the potential slide mass of the slope under earthquake. Finally the method to improve the slope stability is suggested. The results provide important references to the design.


Géotechnique ◽  
2011 ◽  
Vol 61 (7) ◽  
pp. 549-563 ◽  
Author(s):  
G. ELIA ◽  
A. AMOROSI ◽  
A.H.C. CHAN ◽  
M.J. KAVVADAS

2020 ◽  
Vol 204 ◽  
pp. 107284
Author(s):  
I. Couceiro ◽  
J. París ◽  
F. Navarrina ◽  
L. Ramírez ◽  
I. Colominas

Author(s):  
J. L. Mroginski ◽  
H. G. Castro ◽  
J. M. Podestá ◽  
P. A. Beneyto ◽  
A. R. Anonis

2006 ◽  
Vol 33 (1) ◽  
pp. 93-117 ◽  
Author(s):  
Xiaohong Chen ◽  
Yu Ding ◽  
Jun Zhang ◽  
Pierre Liagre ◽  
John Niedzwecki ◽  
...  

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