Underwater construction 2024
Authors: Kinga Korniejenko, Szymon G ˛adek, Piotr
Dynowski, Doan Hung Tran, Magdalena
Rudziewicz, Sebastian Pose, and Thomas Grab
Additive manufacturing, or 3D printing, as it is more
commonly known, is emerging as a game-changer in
various fields, including automated construction in
challenging environments such as underwater. However,
it is not perfect, despite having been tested in these
environments. This study explores the advancements of
3D printing for underwater applications and identifies
areas for refinement and enhancement, including
technology and materials.
Authors:
Fantong Lin, Xianxiang Zhou, Jian Zhao, Lan Xiao, Lubo
Tang, Ziye Liu, and Jianshuai Wang
The authors used 3D models to study how underwater
explosions affect shell structures at the bottom of the
ocean. They looked at different shapes of these structures,
like half-spheres and half-cylinders made of reinforced
concrete. Using special software, they tested various
factors like the type of explosion, distance, and water
pressure. They found that these structures are damaged
more when hit by shock waves in water than in air.
Authors:
Xiaohe Pan, Mengzhuo Liu, Jifeng Zhu, Lipeng Huo,
Zheng Peng, Jun Liu, and Jun-Hong Cui
This document discusses the development and evaluation
of a new protocol, the Robust and Adaptive Pipeline
Medium Access Control (RAP-MAC), for underwater
acoustic networks. It highlights the protocol's features,
such as its adaptability, efficiency, and robustness, and
shares the results of simulations and sea trials that
demonstrate its effectiveness in enhancing
communication in underwater environments.
07 - Development and Application of Offshore Trade Authenticity
Verification Platform Based on Blockchain
08 - A novel design of multifunctional offshore floating platform
structure based on topology optimization.
Author: Nouman Saeed, Jingliang Gong, Yuejia Wan, Kai
Long, Ayesha Saeed, Liu Mei, Chen Xiong,
Wujian Long, Haijun Zhou, Lixiao Li
Floating platforms are an affordable choice for gathering
energy in deep seawater. Key design concerns are
lightweight and structural stability, ensuring they can bear
loads. This paper presents a new lightweight offshore
platform design that uses density-based topology
optimization for wind-solar-wave energy. The design
addressed extreme sea conditions and passed strength
checks under DNV code standards, achieving a total
mass reduction of 40. 82% and improved stiffness and
durability.
10 - A Corrosion and Repair-Based Reliability Framework for
Offshore Platforms.
11 - Effect of Doping Trace Rare Earth Elements on Corrosion
Behavior of EH36 Offshore Platform Steel
15 - Optimal design of offshore jacket platform using enhanced
colliding bodies optimization algorithm
16 - A Comparative Study on Hydrodynamic Responses of Floating
Offhore Wind Turbine Platforms in Regular Waves.
17 - Exploring the effects of ambient conditions on the cryogenic
cooling times of offshore structures: Towards optimising
ustainability and the decommissioning timescale.
18 - Virtual Inertial Control of Small- and Medium-Sized Wind
Turbines on Mobile Offshore Platforms with DC Microgrids.
26 - Event-Triggered Neural Adaptive Distributed Cooperative
Control for the Multi-Tug Towing of Unactuated Offshore
Platform with Uncertainties and Unknown Disturbances.
27 - Hydrodynamic performance of a submersible net cage
integrated with an offshore platform
35 - Reliability Analysis of a Four-legged Jacket Offshore Platform: A
Case Study.
38 - Benchmark Dataset for Offshore Platform Motion Prediction
and Its Applications.
39 - Optimization Simulation of Mooring System of Floating Offshore
Wind Turbine Platform Based on SPH Method
40 - Numerical investigation on hydrodynamic response of a SPAR
platform for offshore wind energy.
41 - Study on the Prediction of Motion Response of Offshore
Platforms Based on ResCNN-LSTM.
46 - Applying Neural Networks to Predict Offshore Platform
Dynamics
47 - OC6 Phase IV: Validation of CFD Models for Stiesdal TetraSpar
Floating Offshore Wind Platform
Authors:
Hannah Darling, David P. Schmidt, Shengbai Xie,
Jasim Sadique, Arjen Koop, Lu Wang, Will Wiley,
Roger Bergua Archeli, Amy Robertson, Thanh Toan Tran
Floating offshore wind turbine (FOWT) technology is
new and relies on modeling tools for development. The
OC6 project aims to verify these tools. The Stiesdal
TetraSpar platform was simulated with CFD under OC6
conditions, showing good predictions of wave response
but some damping issues due to uncertainties. The study
provides insights into achieving reliable results.
48 - Study on Motion Response Prediction of Offshore Platform
Based on Multi-Sea State Samples and EMD Algorithm.
53 - Design for additive manufacturing of topologically optimized air
manifold
54 - Structural Effectiveness of Fixed Offshore Platforms with Respect
to Uniform Corrosion.
55 - Effectiveness of deck-isolation and viscous dampers supplement
on enhancing seismic performance of offshore jacket platforms
56 - Local Structure Optimization Design of Floating Offshore Wind
Turbine Platform Based on Response Surface Analysis.
Authors:
Yajun Ren, Mingxuan Huang, Jungang Hao, Jiazhi Wang,
Shuai Li, Ling Zhu, Haisheng Zhao, and Wei Shi
The floating platform is essential for the floating offshore
wind turbine (FOWT), with its internal design being
crucial for safe operation. The study parameterized the
local model, created a response surface model through
an orthogonal test, and optimized it using a gradient
descent algorithm. Safety calibration confirmed the
internal structure arrangement. The optimized model
shows a 22. 12% reduction in maximum stress without
changing mass and centroid, enhancing safety and
offering useful insights for FOWT platform design and
construction.
57 - Methodological proposal for satellite communication on
offshore self-elevating platform.
58 - Multi-Antenna GNSS–Accelerometer Fusion Attitude Correction
Algorithm for Offshore Floating Platform Displacement
Monitoring.
59 - Synergic sensing of light and heat emitted by offshore oil and
gas platforms in the South China Sea.
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09 - Research on the failure mechanism of non-metallic oil pipeline
flange
13 - Limit state equation and failure pressure prediction model of
pipeline with complex loading
14 - Uncoupled multimodal wave reflection from guide termination
with different flanges: Experimental and numerical investigation
21 - Investigation of Pipeline CO2 Leakage and Diffusion on
Offshore Platforms Based on Numerical Simulation
22 - Review of "cold shock" cases in operation of loop heat pipes and
related thermal instabilities
25 - Effect of seawater salinity, pH, and temperature on external
corrosion behavior and microhardness of offshore oil and gas
pipeline: RSM modelling and optimization
30 - Research on calibration method for flange-type apparatus to
Measure Water Permeability of Concrete
34 - Structural Capacity Estimation of Subsea Flanges Using Various
Codes and Standards
36 - Analysis of Factors Affecting the Seismic Performance of
Widened Flange Connections in Mid-Flange H-Beams and Box
Columns
37 - Failure analysis on cracking and leakage of 304 stainless steel
flange in petrochemical butyl device
43 - Global Buckling Strength of Girts with Inner Flange in
Compression
44 - Large - Scale Physical Model Test on the Influence of Landslide
Hazards on Oil and Gas Pipeline Bending
Authors: Xianjie Hao, Yuguang Chen, Yulong Chen,
Daiyu Gao, Qian Zhang, Yinpen Zhao, Fan Cui,
Honglan Zhang
This study investigates the impact of landslide geological
disasters on oil and gas pipelines, focusing on their
deformation characteristics under different landslide dip
angles. Experiments were conducted at different dip
angles, monitoring changes in stress, strain, and soil
displacement. Results showed that pipeline bending can
be divided into slow-speed, constant-speed, and
accelerated-speed stages. Tensile strain and compressive
strain are produced back and facing the landslide
direction. The study provides a pipeline deformation law,
aiding in monitoring and early warning of pipeline
landslide disasters.
33 - Optimizing pipeline assembly: a novel model for predicting
assembly pose considering clamp constraints
Authors: Deokhee Won, Jihye Seo, Osoon Kwon, Hae-
Young Park, and Hyoun Kang
Offshore wind power foundations include floating, tripod,
jacket, monopile, and gravity-based types, with tripod and
jacket designs requiring precise construction. Two
installation methods exist: post-piling, which is slower but
avoids specialized equipment, and pre-piling, which uses
a seabed-anchored template for improved precision. This
study introduces a new underwater pre-piling template,
analyzing construction precision based on wave
conditions, current speed, winch speed, and vessel type.
Results indicate wave conditions, winch speed, and vessel
type significantly impact precision.
20 - Study on the permeability characteristics of different geotextiles
under weft and warp stretching
12 - Assessment of the locational potential of floating offshore wind
energy in South Africa
Author: Kubiat Umoh, Abbas Hasan, Amangeldi
Kenjegaliev, and Ayman Al-Qattan
Expanding floating wind to new markets supports
emission reductions and requires thorough assessments.
South Africa, with high FOW potential but limited
development, was studied via a three-phase approach:
evaluating technical drivers/barriers, GIS analysis (ArcMap
10.8) excluding unsuitable sites, and capacity estimation.
Results show 2% of its EEZ (246,105.4 km²) suitable for up
to 142.61 GW. Western Cape has highest potential (80.52
GW), yet Eastern Cape is best for early projects due to grid
access, low traffic, and ports. Future techno-economic
assessments are recommended.
31 - Dynamic Analysis of Crane Vessel and Floating Wind Turbine
during Temporary Berthing for Offshore On-Site Maintenance
Operations
Author: Jinkun Sh, Mingfeng Hu, Yifan Zhang, Xiaodong
Chen, Sheng Yang, Thiago S. Hallak, and
Mingsheng Chen
With the expansion of floating wind turbines in deep-sea
environments, jack-up vessels face maintenance
limitations due to water depth constraints, highlighting
the need for floating cranes. However, dynamic
interactions between the crane and turbine under wave
and wind forces, along with complex mooring
configurations, pose stability challenges during
maintenance. To address this, a method simulating the
berthing of a floating offshore wind turbine (FOWT) to a
floating crane was proposed. Frequency- and time-
domain simulations using ANSYS-AQWA software
confirmed the feasibility and dynamic efficiency of this
approach.
32 - Simulation and Calculation of Temperature Field and Current-
Carrying Capacity of Power Cables under Different Laying
Methods
Authors: Yongjie Nie, Daoyuan Chen, Shuai Zheng,
Xiaowei Xu, Xilian Wang, and Zhensheng Wu
As floating wind turbines expand into deep-sea
environments, traditional jack-up vessels face limitations in
water depth for maintenance. Floating cranes offer a
solution, but their dynamic coupling with turbines under
waves and wind introduces stability challenges. A
proposed method involves physically connecting the
floating crane to the turbine, simulating berthing. Using
ANSYS-AQWA simulations, this approach demonstrated
feasibility by reducing crane tip movement (X-, Y-, and Z-
directions) by over 30%, suggesting that properly
constrained floating cranes could enable stable offshore
maintenance operations for floating offshore wind
turbines (FOWTs).
49 - A Tank Experiment of the Autonomous Detection of Seabed-
Contacting Segments for Submarine Pipelaying Operations
50 - An MBD based systematic approach of accommodation module
building with integrity
Author: Jincheng Wang, Huilong Ren, Niansheng Chu
Leading shipyards use integrated hull construction,
outfitting, painting, and unified design-production-
management to shorten build periods and boost
efficiency. Accommodation module integrity varies widely,
with few achieving high levels. This paper presents an
MBD-based systematic approach: plan facilities, lean
processes, and integrity standards from a preliminary 3D
model, finalize it, then use the model as the sole resource
for execution, inspection, and evaluation. Shanghai
Waigaoqiao delivers ~30 fully integrated modules yearly
within 100 days, filling IHOP/MBD theoretical gaps and
guiding shipyards to improve effectiveness.
51 - Floater Assembly and Turbine Integration Strategy for Floating
Offshore Wind Energy: Considerations and Recommendations
52 - Dynamic analysis of crane barge during vibratory extraction of
offshore monopile foundation