Structural Modelling, Safety Assessment, and Advanced Material Application of Marine Structures—2nd Edition

A special issue of Journal of Marine Science and Engineering (ISSN 2077-1312). This special issue belongs to the section "Ocean Engineering".

Deadline for manuscript submissions: 15 January 2027 | Viewed by 2084

Editors


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Guest Editor
School of Naval Architecture, Ocean Engineering and Energy and Power Engineering, Wuhan University of Technology, Wuhan 430063, China
Interests: composite materials structures and their applications in shipbuilding and marine engineering
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Guest Editor
College of Mechanical and Electrical Engineering, Central South University, Changsha 410083, China
Interests: composites materials; structural dynamics; digital modelling of structural dynamics; digital twins for structures; advanced computational dynamics; advanced numerical modeling
Special Issues, Collections and Topics in MDPI journals

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Guest Editor
Yantai Research Institute of Harbin Engineering University, Harbin Engineering University, Yantai 264000, China
Interests: structural safety; fatigue reliability; fatigue strength; corrosion; ship and offshore structure

Special Issue Information

Dear Colleagues,

The Journal of Marine Science and Engineering is pleased to announce a Special Issue entitled "Structural Modelling, Safety Assessment, and Advanced Material Application of Marine Structures—2nd Edition", which is based on the great success of our previous Special Issue with the same title.

Advanced structural modeling techniques are an important prerequisite for accurately predicting the structural safety and reliability of ships and offshore structures. This Special Issue aims to introduce the latest research in advanced modeling, analysis, and prediction methods for ship and offshore engineering structures, including vibration and acoustic radiation, structural impact resistance, blast damage and protection, fluid-structure coupling, ultimate strength and buckling, fatigue, and the design and analysis of advanced composite structures. With the continuous development of new technologies, new structural forms, and new materials, ships and offshore structures will face complex environmental conditions or new forecasting challenges. This hinders the wide-scale application of advanced equipment and structures. We welcome all kinds of modelling methods, numerical calculations, and experimental analyses of ship and offshore structures, including theoretical modeling and numerical simulation of structural vibration, impact, ultimate strength assessment, buckling analysis, fatigue responses of ship and offshore structures, and cutting-edge research, such as digital twins, active control, new materials, and artificial intelligence applications.

Dr. Mengzhen Li
Prof. Dr. Qingshan Wang
Dr. Yan Dong
Guest Editors

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 250 words) can be sent to the Editorial Office for assessment.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-anonymized peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Journal of Marine Science and Engineering is an international peer-reviewed open access semimonthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2600 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • structural modelling
  • vibration and noise
  • impact analysis
  • ultimate strength
  • fatigue analysis
  • ship and offshore structures
  • composite structure

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Published Papers (3 papers)

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Research

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17 pages, 8386 KB  
Article
Design and Multi-Stage Assessment of a Rigid–Flexible Hybrid Floating Bridge for Rapid Deployment and Maneuvering
by Yunling Ye, Bowen Niu, Guanxi Guo, Jiale Zhang, Jiayi Liu, Weide Wang and Mengzhen Li
J. Mar. Sci. Eng. 2026, 14(17), 1560; https://doi.org/10.3390/jmse14171560 - 24 Aug 2026
Abstract
Rapidly deployable floating bridges face coupled challenges in compact deployment, structural load-bearing, and controllable module maneuvering, which cannot be fully evaluated through a single-stage structural or hydrodynamic assessment. To close this gap, this study proposes a rigid–flexible hybrid floating bridge composed of rigid [...] Read more.
Rapidly deployable floating bridges face coupled challenges in compact deployment, structural load-bearing, and controllable module maneuvering, which cannot be fully evaluated through a single-stage structural or hydrodynamic assessment. To close this gap, this study proposes a rigid–flexible hybrid floating bridge composed of rigid deck plates, inflatable buoyancy bladders, scissor linkages, and integrated waterjet propulsors. A multi-stage assessment was conducted through inflation and calm-water maneuvering tests, gas–solid coupled finite-element analysis, and hydrodynamic and mooring simulations. The inflation experiment revealed three stages in the inflation process of the rigid–flexible specimen, including filling, transition, and pressurization stages. A remotely controlled scale model completed longitudinal, lateral, rotational, and compound motions, demonstrating the feasibility of module-level maneuvering under manual remote control. The finite-element results showed that increasing the initial internal pressure improved the load-bearing capacity and reduced local plastic deformation of the upper deck, while further improvement became limited above 70 kPa. Under the specified wave–current conditions, the ten-module assembly exhibited maximum mooring tension, horizontal displacement, and rotation of 34.7 kN, 0.276 m, and 5.525°, respectively. These results demonstrate the potential of the proposed configuration for bearing capacity, rapid deployment, and resistance to the investigated current and wave conditions while providing a multi-stage framework for further engineering design. Full article
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20 pages, 9981 KB  
Article
Equivalent Nodal Force Versus Thermal Load in Nonlinear Welding Distortion Analysis of Stiffened Panels
by Juneyoung Kim, Youngkyun Seo and Jaemin Lee
J. Mar. Sci. Eng. 2026, 14(14), 1270; https://doi.org/10.3390/jmse14141270 - 10 Jul 2026
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Abstract
Accurate prediction of welding-induced deformation is essential for dimensional control in large-scale ship block construction. In production design, transverse shrinkage directly governs the cutting allowance and shrinkage margin among various deformation modes. The inherent strain framework is widely used due to its computational [...] Read more.
Accurate prediction of welding-induced deformation is essential for dimensional control in large-scale ship block construction. In production design, transverse shrinkage directly governs the cutting allowance and shrinkage margin among various deformation modes. The inherent strain framework is widely used due to its computational efficiency, but the interaction between the implementation of equivalent loads and geometric nonlinearity has not been systematically investigated. This study evaluates two conventional loading representations: the equivalent nodal force method and the equivalent thermal load method, under both linear and geometrically nonlinear analysis formulations. In linear elastic analysis, both representations are equivalent and successfully provide identical, stable in-plane shrinkage predictions because both methods utilize input loads formulated from the same target inherent deformation. However, in shipbuilding practice, a geometrically nonlinear formulation is frequently required to capture large-displacement behaviors or structural instabilities in thin-walled assemblies. When geometric nonlinearity is introduced into these shrinkage predictions, a critical discrepancy emerges depending on the load implementation: the equivalent nodal force method violates the physical basis of shrinkage prediction by introducing unwanted out-of-plane deformation artifacts. This is a numerical artifact arising from the interaction of localized artificial compressive stresses with the stress-dependent geometric stiffness matrix. In contrast, the equivalent thermal load method is robust and always preserves the target in-plane shrinkage without any undesired out-of-plane geometry. Therefore, even though both methods are robust in the linear regime, the equivalent thermal load method is recommended when a geometrically nonlinear formulation is involved to ensure numerical consistency and reliability in production design. Full article
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Review

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57 pages, 7447 KB  
Review
Dynamic Response of the Towing System for Different Seabed Topography Conditions
by Dapeng Zhang, Shengqing Zeng, Kefan Yang, Keqi Yang, Jingdong Shi, Sixing Guo, Yixuan Zeng and Keqiang Zhu
J. Mar. Sci. Eng. 2026, 14(8), 696; https://doi.org/10.3390/jmse14080696 - 8 Apr 2026
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Abstract
The safe and efficient operation of deep-sea towing systems is heavily governed by the highly nonlinear dynamic interaction between the flexible towing cable and complex seabed topographies. While existing studies accurately predict cable dynamics in mid-water or over flat seabeds, the transient responses—such [...] Read more.
The safe and efficient operation of deep-sea towing systems is heavily governed by the highly nonlinear dynamic interaction between the flexible towing cable and complex seabed topographies. While existing studies accurately predict cable dynamics in mid-water or over flat seabeds, the transient responses—such as local stress concentrations and extreme tension fluctuations—induced by discontinuous topographies (e.g., stepped or 3D irregular seabeds) remain inadequately quantified. In this study, we develop an advanced 3D dynamic numerical model combining the lumped-mass finite element formulation with a modified non-linear penalty-based seabed-contact mechanics algorithm. This framework systematically evaluates the tension distribution, bending curvature, and spatial configuration shifts in the cable during the touchdown and detachment phases across inclined, stepped, and 3D seabeds. Quantitative validation against established benchmarks demonstrates robust accuracy. Results indicate that steeper seabed inclinations linearly reduce detachment time but exponentially amplify initial contact tension. Over-stepped terrains, “point-to-line” transient collisions trigger sudden tension spikes exceeding steady-state values by up to 45%. Furthermore, 3D irregular seabeds induce severe multi-directional spatial deformations, precipitating destructive whiplash effects at high towing speeds (e.g., V > 2.2 m/s). These findings provide critical physical insights and a quantitative reference for optimizing tugboat maneuvering strategies and designing fatigue-resistant cables in complex sub-sea environments. Full article
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