Advances in Ship Hydroelasticity and Fluid–Structure Interaction

A Special Issue of Journal of Marine Science and Engineering (ISSN 2077-1312) belonging to the section "Ocean Engineering".

Deadline for manuscript submissions: closed (15 August 2026) | Viewed by 680

Editor


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Guest Editor
School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, China
Interests: ship seakeeping; wave loads; hydrodynamics; hydroelasticity; slamming; computational fluid dynamics
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Special Issue Information

Dear Colleagues,

As ships and offshore structures operate in increasingly demanding conditions, phenomena such as springing, whipping, slamming-induced vibrations, and complex wave-structure interactions should be concerned. These hydroelastic responses are pivotal for determining ultimate strength, fatigue life, operational safety, and passenger comfort. Furthermore, the integration of composite materials, flexible appendages, and renewable energy devices (e.g., flexible solar sails, bio-inspired propulsion) introduces new fluid–structure interaction paradigms.

This Special Issue seeks to capture the state-of-the-art advancements in ship hydroelasticity and fluid–structure interaction, highlighting breakthroughs in prediction, analysis, and design that address the challenges of modern marine structures. This Special Issue aims to bridge the gap between fundamental research and practical application, fostering interdisciplinary dialogue among hydrodynamicists, structural engineers, computational scientists, and experimentalists.

Dr. Jialong Jiao
Guest Editor

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Keywords

  • hydrodynamics of ships and offshore structures
  • water waves and floating bodies
  • ship seakeeping
  • wave loads
  • environmental loads
  • hydroelasticity
  • springing and whipping
  • fluid–structure interaction
  • fluid–flexible structure interaction
  • marine computational fluid dynamics
  • CFD-FEA coupling

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Published Papers (1 paper)

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Research

34 pages, 19910 KB  
Article
Flow Characteristics and Pipeline Stability in Slope-Confined Submarine Canyons
by Dejun Wang, Jun Huang, Xianhong Feng, Huaqing Liu, Yuqi Dong, Zhimeng Gong, Zhihui Jiao, Yunfei Teng, Zhichao Shen and Yan Qu
J. Mar. Sci. Eng. 2026, 14(17), 1598; https://doi.org/10.3390/jmse14171598 - 31 Aug 2026
Viewed by 167
Abstract
Numerical simulations are conducted to investigate the near-bed flow behaviors of submarine canyons with periodic ridge-valley topography on continental slopes. In the numerical simulation, two topographic parameters are defined: α represents the basal slope angle of the continental slope, and β denotes the [...] Read more.
Numerical simulations are conducted to investigate the near-bed flow behaviors of submarine canyons with periodic ridge-valley topography on continental slopes. In the numerical simulation, two topographic parameters are defined: α represents the basal slope angle of the continental slope, and β denotes the side slope angle of the submarine canyon. The topographic modulation of these two parameters on near-bed flow velocity and pipeline on-bottom stability is explored. The results show that the ribbed slope exerts two distinct modulation mechanisms on near-bed flow fields, which are governed by the relative angle between incoming flow and ridge-valley structures. When the flow is perpendicular to the canyon axis (θ = 0°), local topographic contraction and expansion accelerate flow over ridge crests and reduce near-bed velocity in valleys as β increases. In contrast, when the flow is parallel to the canyon (θ = 90°), lateral confinement by bilateral ridges forms a topographic channel, leading to persistent flow acceleration throughout the entire valley area. Moreover, such directional velocity differences substantially alter the on-bottom stability of pipelines deployed within the canyon. Two pipe-soil interaction models are employed in the stability analysis: the Verley-Lund model for a flat clayey seabed and the Slope-Silt model for a sloping silty seabed. The sensitivity of their predictions to soil undrained shear strength is further evaluated. Full article
(This article belongs to the Special Issue Advances in Ship Hydroelasticity and Fluid–Structure Interaction)
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