A CFD–FEA two-way coupling method for predicting ship wave loads and hydroelastic responses

2021 ◽  
Vol 117 ◽  
pp. 102919
Author(s):  
Jialong Jiao ◽  
Songxing Huang ◽  
Shan Wang ◽  
C. Guedes Soares
Keyword(s):  
2022 ◽  
Vol 82 ◽  
pp. 103129
Author(s):  
Songxing Huang ◽  
Jialong Jiao ◽  
C. Guedes Soares

2009 ◽  
Vol 16 (2) ◽  
pp. 351-363 ◽  
Author(s):  
T. Torsvik ◽  
I. Didenkulova ◽  
T. Soomere ◽  
K. E. Parnell

Abstract. High-speed ferries are known to generate wakes with unusually long periods, and occasionally large amplitudes which may serve as a qualitatively new forcing factor in coastal regions that are not exposed to a sea swell. An intrinsic feature of such wakes is their large spatial variation. We analyze the variability of wake conditions for the coasts of Tallinn Bay, the Baltic Sea, a sea area with very intense fast ferry traffic. The modelled ship wave properties for several GPS-recorded ship tracks reasonably match the measured waves in terms of both wave heights and periods. It is shown that the spatial extent of the wake patterns is very sensitive to small variations in sailing conditions. This feature leads to large variations of ship wave loads at different coastal sections with several locations regularly receiving high ship wave energy. The runup of the largest ship wakes on the beach increases significantly with an increase in wave height whereas shorter (period <2–5 s) waves merge into longer waves in the shoaling and runup process.


Author(s):  
Gregor Melling ◽  
Hanne Jansch ◽  
Ingrid Holzwarth

Increased severity of damage to estuarine rock structures have been observed across the major German estuaries during the past two decades. These damages are predominantly caused by long-period primary ship waves, which can result in load cases that are particularly erosive to the rock armour layer. To date no design methods exists to dimension structures for long-period ship wave loads. This study presents an innovative groyne design optimized for resistance to ship-induced waves. During a field trial data were collected which allow for the characterisation of wave-structure-interaction as well as loads and damage parameters for the future development of validated design methods.Recorded Presentation from the vICCE (YouTube Link): https://youtu.be/FnrU8AKBITo


2021 ◽  
Vol 134 ◽  
pp. 104133
Author(s):  
Bitao Wu ◽  
Yuanlai Zeng ◽  
Zhenwei Zhou ◽  
Gang Wu ◽  
Huaxi Lu

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