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.
05 - Development and Application of Offshore Trade Authenticity
Verification Platform Based on Blockchain
06 - 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.
08 - A Corrosion and Repair-Based Reliability Framework for
Offshore Platforms.
09 - Effect of Doping Trace Rare Earth Elements on Corrosion
Behavior of EH36 Offshore Platform Steel
12 - Optimal design of offshore jacket platform using enhanced
colliding bodies optimization algorithm
13 - A Comparative Study on Hydrodynamic Responses of Floating
Offhore Wind Turbine Platforms in Regular Waves.
14 - Exploring the effects of ambient conditions on the cryogenic
cooling times of offshore structures: Towards optimising
ustainability and the decommissioning timescale.
15 - Virtual Inertial Control of Small- and Medium-Sized Wind
Turbines on Mobile Offshore Platforms with DC Microgrids.
22 - Event-Triggered Neural Adaptive Distributed Cooperative
Control for the Multi-Tug Towing of Unactuated Offshore
Platform with Uncertainties and Unknown Disturbances.
23 - Hydrodynamic performance of a submersible net cage
integrated with an offshore platform
28 - Reliability Analysis of a Four-legged Jacket Offshore Platform: A
Case Study.
32 - Benchmark Dataset for Offshore Platform Motion Prediction
and Its Applications.
33 - Optimization Simulation of Mooring System of Floating Offshore
Wind Turbine Platform Based on SPH Method
34 - Numerical investigation on hydrodynamic response of a SPAR
platform for offshore wind energy.
35 - Study on the Prediction of Motion Response of Offshore
Platforms Based on ResCNN-LSTM.
40 - Applying Neural Networks to Predict Offshore Platform
Dynamics
41 - 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.
42 - Study on Motion Response Prediction of Offshore Platform
Based on Multi-Sea State Samples and EMD Algorithm.
43 - Design for additive manufacturing of topologically optimized air
manifold
44 - Structural Effectiveness of Fixed Offshore Platforms with Respect
to Uniform Corrosion.
45 - Effectiveness of deck-isolation and viscous dampers supplement
on enhancing seismic performance of offshore jacket platforms
46 - 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.
47 - Methodological proposal for satellite communication on
offshore self-elevating platform.
48 - Multi-Antenna GNSS–Accelerometer Fusion Attitude Correction
Algorithm for Offshore Floating Platform Displacement
Monitoring.
49 - Synergic sensing of light and heat emitted by offshore oil and
gas platforms in the South China Sea.
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07 - Research on the failure mechanism of non-metallic oil pipeline
flange
10 - Limit state equation and failure pressure prediction model of
pipeline with complex loading
11 - Uncoupled multimodal wave reflection from guide termination
with different flanges: Experimental and numerical investigation
17 - Investigation of Pipeline CO2 Leakage and Diffusion on
Offshore Platforms Based on Numerical Simulation
18 - Review of "cold shock" cases in operation of loop heat pipes and
related thermal instabilities
21 - Effect of seawater salinity, pH, and temperature on external
corrosion behavior and microhardness of offshore oil and gas
pipeline: RSM modelling and optimization
26 - Research on calibration method for flange-type apparatus to
Measure Water Permeability of Concrete
27 - Structural Capacity Estimation of Subsea Flanges Using Various
Codes and Standards
29 - Analysis of Factors Affecting the Seismic Performance of
Widened Flange Connections in Mid-Flange H-Beams and Box
Columns
30 - Failure analysis on cracking and leakage of 304 stainless steel
flange in petrochemical butyl device
37 - Global Buckling Strength of Girts with Inner Flange in
Compression
38 - 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.