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56 pages, 8605 KiB  
Review
Research Advances on Distributed Acoustic Sensing Technology for Seismology
by Alidu Rashid, Bennet Nii Tackie-Otoo, Abdul Halim Abdul Latiff, Daniel Asante Otchere, Siti Nur Fathiyah Jamaludin and Dejen Teklu Asfha
Photonics 2025, 12(3), 196; https://doi.org/10.3390/photonics12030196 - 25 Feb 2025
Abstract
Distributed Acoustic Sensing (DAS) has emerged as a groundbreaking technology in seismology, transforming fiber-optic cables into dense, cost-effective seismic monitoring arrays. DAS makes use of Rayleigh backscattering to detect and measure dynamic strain and vibrations over extended distances. It can operate using both [...] Read more.
Distributed Acoustic Sensing (DAS) has emerged as a groundbreaking technology in seismology, transforming fiber-optic cables into dense, cost-effective seismic monitoring arrays. DAS makes use of Rayleigh backscattering to detect and measure dynamic strain and vibrations over extended distances. It can operate using both pre-existing telecommunication networks and specially designed fibers. This review explores the principles of DAS, including Coherent Optical Time Domain Reflectometry (COTDR) and Phase-Sensitive OTDR (ϕ-OTDR), and discusses the role of optoelectronic interrogators in data acquisition. It examines recent advancements in fiber design, such as helically wound and engineered fibers, which improve DAS sensitivity, spatial resolution, and the signal-to-noise ratio (SNR). Additionally, innovations in deployment techniques include cemented borehole cables, flexible liners, and weighted surface coupling to further enhance mechanical coupling and data accuracy. This review also demonstrated the applications of DAS across earthquake detection, microseismic monitoring, reservoir characterization and monitoring, carbon storage sites, geothermal reservoirs, marine environments, and urban infrastructure surveillance. The study highlighted several challenges of DAS, including directional sensitivity limitations, vast data volumes, and calibration inconsistencies. It also addressed solutions to these problems, such as advances in signal processing, noise suppression techniques, and machine learning integration, which have improved real-time analysis and data interpretability, enabling DAS to compete with traditional seismic networks. Additionally, modeling approaches such as full waveform inversion and forward simulations provide valuable insights into subsurface dynamics and fracture monitoring. This review highlights DAS’s potential to revolutionize seismic monitoring through its scalability, cost-efficiency, and adaptability to diverse applications while identifying future research directions to address its limitations and expand its capabilities. Full article
(This article belongs to the Special Issue Fundamentals, Advances, and Applications in Optical Sensing)
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<p>Scattering spectra of an optical fiber modified after Zhu [<a href="#B30-photonics-12-00196" class="html-bibr">30</a>].</p>
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<p>Principles of DAS modified after Shatalin and Zhu [<a href="#B30-photonics-12-00196" class="html-bibr">30</a>,<a href="#B37-photonics-12-00196" class="html-bibr">37</a>].</p>
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<p>Principle of Coherent Optical Time Domain Reflectometry (COTDR) modified after Shatalin [<a href="#B36-photonics-12-00196" class="html-bibr">36</a>].</p>
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<p>Schematic of a simple ϕ-OTDR configuration modified after Muanenda [<a href="#B41-photonics-12-00196" class="html-bibr">41</a>].</p>
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<p>Structure of the OTDR modified after Shang [<a href="#B33-photonics-12-00196" class="html-bibr">33</a>].</p>
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<p>Intensity versus time and distance of two pulses modified after Lindsey [<a href="#B9-photonics-12-00196" class="html-bibr">9</a>].</p>
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<p>DAS development over the years, modified after Shang [<a href="#B33-photonics-12-00196" class="html-bibr">33</a>].</p>
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<p>Experimental set up for temperature and strain measurement modified after Pastor-Graells [<a href="#B87-photonics-12-00196" class="html-bibr">87</a>].</p>
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<p>Working principle of chirped-pulse ΦOTDR modified after Costa [<a href="#B126-photonics-12-00196" class="html-bibr">126</a>].</p>
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<p>Experimental setup used for the analysis of phase noise in chirped-pulse ΦOTDR modified after Costa [<a href="#B126-photonics-12-00196" class="html-bibr">126</a>]. ECL: External cavity laser; SG: Signal generator; I&amp;T: Intensity and temperature; SOA: Semiconductor optical amplifier; SMF: Single mode fiber; EDFA: Erbium-doped fiber amplifier; FUT: Fiber under test; Piezoelectric transducer (PZT).</p>
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<p>Multi-frequency phase coherent OTDR system modified after Hartog [<a href="#B44-photonics-12-00196" class="html-bibr">44</a>].</p>
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<p>Schematic showing traditional fiber-optic cable deployment in boreholes alongside a new technique using flexible borehole liners modified after Munn [<a href="#B128-photonics-12-00196" class="html-bibr">128</a>].</p>
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<p>(<b>a</b>) Straight optical fiber in a cable [<a href="#B130-photonics-12-00196" class="html-bibr">130</a>] (<b>b</b>) limitations of a straight fiber modified after Hornman [<a href="#B140-photonics-12-00196" class="html-bibr">140</a>].</p>
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<p>Example of a helical optical fiber with its local coordinate system [<a href="#B132-photonics-12-00196" class="html-bibr">132</a>].</p>
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<p>Five helical optical fibers, each with a diameter of 2.44 cm and spaced evenly apart, arranged at an angle of 20 degrees. The dots show measurements at the same distance along each fiber, representing the same part of the cable modified after Ning and Sava [<a href="#B66-photonics-12-00196" class="html-bibr">66</a>].</p>
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<p>Schematic diagram of cable cross sections: tight-buffered composite (<b>a</b>) and loose-tube composite (<b>b</b>), highlighting the different optical fiber placements modified after Munn [<a href="#B128-photonics-12-00196" class="html-bibr">128</a>].</p>
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<p>Illustration showing the arrangement differences between an unmodified standard optical fiber and a modified scattering dot fiber using C-OTDR: (<b>a</b>) standard fiber, (<b>b</b>) scattering dot fiber modified after Hicke [<a href="#B143-photonics-12-00196" class="html-bibr">143</a>].</p>
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<p>Block diagram of modules simulating ideal DAS output (Orange) and system noise (Blue) modified after van Putten [<a href="#B144-photonics-12-00196" class="html-bibr">144</a>].</p>
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<p>Applications of DAS in Seismology.</p>
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17 pages, 6014 KiB  
Article
Experimental Investigation of the Effect of Seawater on Glass and Carbon Fiber Composites via Mechanical Characterization
by Senai Yalçınkaya, Dudu Mertgenç Yoldaş and Mehmet Fatih Yoldaş
J. Compos. Sci. 2025, 9(3), 107; https://doi.org/10.3390/jcs9030107 - 25 Feb 2025
Abstract
Since composite materials are light and corrosion-resistant, they have replaced many traditional materials in the aviation and marine industries. Composite materials have the advantages of a much higher strength–weight ratio, lower maintenance requirements, and the ability to form complex shapes, such as bodies, [...] Read more.
Since composite materials are light and corrosion-resistant, they have replaced many traditional materials in the aviation and marine industries. Composite materials have the advantages of a much higher strength–weight ratio, lower maintenance requirements, and the ability to form complex shapes, such as bodies, compared to carbon steel. In this study, the mechanical properties of glass fiber reinforced (GFRP) and carbon fiber reinforced (CFRP) composite materials were investigated in marine applications in which composite materials had been used. In this study, 0/90 oriented twill weave eight-ply GFRP and eight-ply CFRP composite materials were used, incorporating the hand lay-up method and hot-pressing method. Seawater was taken from the Aegean Sea, Izmir Province (Balçova/İnciraltı), and had an average temperature of 22.43 °C. This seawater was kept in different containers for 30 days and 60 days (a total of 1440 h of keeping in seawater) with the intent to test the GFRP and CFRP composite samples separately. The produced CFRP and GFRP sheets were then cut with a wet (circular) saw in accordance with the standard procedure in the Composite Research and Testing Laboratory of the Dokuz Eylul University Department of Mechanical Engineering. Moisture retention percentages and Charpy impact tests were carried out. Then, three-point bending tests were carried out according to TS EN ISO 14125. The damage in the material was examined using a ZEISS Stereo Discovery.V12 imaging microscope (Oberkochen, Germany). The mechanical properties of CFRP- and GFRP-reinforced composite samples before and after aging were investigated using the Charpy impact test and three-point bending test. Then, the effects of the seawater environment on the mechanical properties of the CFRP and GFRP composite materials were evaluated by comparing the results. The aim was to better understand what kind of damage would occur in GFRP and CFRP composite materials given the effects of seawater and at what stages changes would occur in the mechanical properties of these materials. Moisture retention rates (%) in the tested samples after the Charpy impact test were 2.56% in GFRP and 0.47% in CFRP after 30 days. In the tested samples after the three-point bending test, these values were 1.41% in GFRP and 0.31% in CFRP after 30 days. Subsequent to the Charpy impact tests, the fracture toughness values of the CFRP samples tested at the 30 J impact energy level before aging in seawater conditions for 30 days or 60 days were found to be increased by 15.79% and 21.08%, respectively. The fracture toughness values of the GFRP tested at the 30 J impact energy level in dry conditions and kept in seawater for 30 days or 60 days were found to be 27.69% and 29.23%, respectively. The energy absorbed during the impact tests by the GFRP samples was higher than in the CFRP samples. This showed that the GFRP samples were more brittle. Subsequent to the three-point bending tests, the CFRP composite samples kept in seawater for periods of 30 days and 60 days showed changes in the modulus of elasticity of 7.48% and 7.46%, respectively, compared to the dry samples. The GFRP composite samples kept in seawater for periods of 30 days and 60 days showed changes in the modulus of elasticity of 7.015% and 11.53%, respectively, compared to the dry samples. The change in the modulus of elasticity was less in the CFRP samples than in GFRP. All of these results showed that the mechanical properties of CFRP were better than those of GFRP. Full article
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<p>GFRP (<b>a</b>) and CFRP (<b>b</b>) sheet plates. Model of GFRP (<b>c</b>) and CFRP (<b>d</b>) test specimens.</p>
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<p>Samples of CFRP and GFRP being kept in containers.</p>
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<p>Mettler Toledo Precision Scale Device.</p>
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<p>Charpy impact (<b>a</b>) schematic view (<b>b</b>) test device.</p>
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<p>The connection of the GFRP (<b>a</b>) and CFRP (<b>b</b>) Charpy impact test samples.</p>
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<p>Positioning of the samples in the three-point bending testing machine. GFRP (<b>a</b>) and CFRP (<b>b</b>).</p>
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<p>Comparison of moisture absorption of GFRP and CFRP composite samples (three-point bending test).</p>
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<p>Comparison of moisture absorption of GFRP and CFRP composite samples (Charpy impact test).</p>
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<p>GFRP and CFRP before aging (<b>a</b>), aged-for-30-day (<b>b</b>), and aged-for-60-day (<b>c</b>) specimens (Charpy impact test).</p>
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<p>The aging and absorbed energy graph of the Charpy impact samples.</p>
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<p>The graph of the resistance of the CFRP and GFRP samples against aging and elasticity.</p>
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<p>The graph of the elasticity module of CFRP and GFRP samples against aging and elasticity.</p>
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<p>The Stretching and Deformation Graph of GFRP Samples Before Aging, 30 Day-Aged and 60 Day-Aged.</p>
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<p>The stretching and deformation graph of CFRP samples before aging, 30 day-aged, and 60 day-aged.</p>
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<p>ZEISS Stereo Discovery.V12 Microscopic imaging device.</p>
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<p>Microscopic images of GFRP and CFRP composite materials after Charpy impact test. (<b>a</b>) GFRP before aging; (<b>b</b>) CFRP before aging; (<b>c</b>) GFRP 30 days; (<b>d</b>) CFRP 30 days; (<b>e</b>) GFRP 60 days; (<b>f</b>) CFRP 60 days.</p>
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<p>Microscopic images of GFRP and CFRP composite materials after three-point bending test. (<b>a</b>) GFRP before aging; (<b>b</b>) CFRP before aging; (<b>c</b>) GFRP 30 days; (<b>d</b>) CFRP 30 days; (<b>e</b>) GFRP 60 days; (<b>f</b>) CFRP 60 days.</p>
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17 pages, 1784 KiB  
Article
Research on Hydrogen Production from Ammonia Decomposition by Pulsed Plasma Catalysis
by Yuze He, Neng Zhu and Yunkai Cai
Molecules 2025, 30(5), 1054; https://doi.org/10.3390/molecules30051054 - 25 Feb 2025
Abstract
Driven by dual-carbon targets, marine engines are accelerating their transition towards low-carbon and zero-carbon. Ammonium–hydrogen fusion fuel is considered to be one of the most promising fuels for ship decarbonization. Using non-thermal plasma (NTP) catalytic ammonia on-line hydrogen production technology to achieve hydrogen [...] Read more.
Driven by dual-carbon targets, marine engines are accelerating their transition towards low-carbon and zero-carbon. Ammonium–hydrogen fusion fuel is considered to be one of the most promising fuels for ship decarbonization. Using non-thermal plasma (NTP) catalytic ammonia on-line hydrogen production technology to achieve hydrogen supply is one of the most important means to guarantee the safety and effectiveness of hydrogen energy in the storage and transportation process. However, the efficiency of ammonia catalytic hydrogen production can be influenced to some extent by the presence of several factors, and the reaction mechanism is complex under the conditions of ship engine temperature emissions. This makes it difficult to realize the precise control of plasma catalytic hydrogen production from ammonia technology under temperature emission conditions, thus restricting an improvement in the ammonia conversion rate. In this study, a kinetic model of hydrogen production from ammonia catalyzed by NTP was established. The influencing factors (reaction temperature, pressure, N2/NH3 ratio in the feed gas) and mechanism path of hydrogen production from ammonia decomposition were explored. The results show that the increase in reaction temperature will lead to an increase in the ammonia conversion rate, while the ammonia conversion rate will decrease with the increase in reaction pressure and N2/NH3 ratio. When the reaction temperature is 300 K, the pressure is 1 bar, the feed gas is 98%N2/2%NH3, and the ammonia conversion rate is 16.7%. The reason why the addition of N2 is conducive to the hydrogen production from NH3 decomposition is that the reaction N2(A3) + NH3 => N2 + NH2 + H, triggered by the electron excited-state N2(A3), is the main reaction for NH3 decomposition. Full article
15 pages, 6470 KiB  
Article
Comparison of the Properties of Acellular Matrix from the Skins of Cod (Gadus morhua) and Tilapia (Oreochromis mossambicus)
by Yu Liu, Zeyu Wei, Rui Duan, Ke Wang, Tianyue Xu, Binxian Mao and Junjie Zhang
J. Funct. Biomater. 2025, 16(3), 81; https://doi.org/10.3390/jfb16030081 - 25 Feb 2025
Abstract
Acellular tissue matrices of fish skin origin are highly promising materials for tissue engineering due to their low biological risks and few religious restrictions. The main component of acellular fish skin matrices (AFSMs) is collagen, but collagen properties significantly differ between marine and [...] Read more.
Acellular tissue matrices of fish skin origin are highly promising materials for tissue engineering due to their low biological risks and few religious restrictions. The main component of acellular fish skin matrices (AFSMs) is collagen, but collagen properties significantly differ between marine and freshwater fish. Although the characteristics of acellular matrices may vary, relevant reports about them are few. In this study, we used cod and tilapia fish skin as raw materials to prepare acellular matrices with low DNA content (≤50 ng/mg) and low endotoxin. They were denoted as C-AFSM (cod) and T-AFSM (tilapia) and had endotoxin removal rates of 92.47% and 96.73%, respectively. Their physicochemical properties, cytotoxicity, and wound healing effects were evaluated and compared. Scanning electron microscopy images showed that C-AFSM and T-AFSM had collagenous meshwork and high porosity. They also did not induce skin irritations. Their proliferation rates on mouse fibroblasts at 36 h were 192.21% ± 33.25% and 162.89% ± 36.47%, respectively. The wound healing effect of C-AFSM was faster than that of T-AFSM group (7 and 14 days: 45.3% ± 5.99% and 93.77% ± 1.58% for C-AFSM and 39.7% ± 2.84% and 93.35% ± 1.1% for T-AFSM, respectively). Therefore, the two acellular fish skin matrices can be used as tissue-engineering materials for wound repair, with C-AFSM being more effective than T-AFSM. Full article
(This article belongs to the Special Issue Natural Biomaterials for Biomedical Applications)
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<p>DNA residues and endotoxin content of C-AFSM and T-AFSM. CK: cod skin; C-AFSM: cod acellular fish skin matrix; TK: tilapia skin; T-AFSM: tilapia acellular fish skin matrix. ** <span class="html-italic">p</span> &lt; 0.01 indicated extremely significant difference between the two groups.</p>
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<p>Results of HE staining of T-AFSM and C-AFSM. (<b>A<sub>1</sub></b>): CK; (<b>A<sub>2</sub></b>): C-AFSM; (<b>B<sub>1</sub></b>): TK; (<b>B<sub>2</sub></b>): T-AFSM.</p>
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<p>SEM results of the side of C-AFSM and T-AFSM. (<b>A1</b>): CK; (<b>A2</b>): C-AFSM; (<b>B1</b>): TK; (<b>B2</b>): T-AFSM.</p>
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<p>Results of animal skin irritation experiments of T-AFSM and C-AFSM. (<b>A</b>): C-AFSM; (<b>B</b>): T-AFSM.</p>
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<p>Comparison of relative cell proliferation rates in different AFSMs. C-AFSM: cod acellular fish skin matrix; T-AFSM: tilapia acellular fish skin matrix. * <span class="html-italic">p</span> &lt; 0.05 indicated that there was a significant difference between the two groups; ** <span class="html-italic">p</span> &lt; 0.01 indicated that the difference between the two groups was extremely significant.</p>
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<p>NH3T3 cell proliferation of C-AFSM and T-AFSM after 24 h, 48 h, and 5 d culture. C-AFSM: cod acellular fish skin matrix; T-AFSM: tilapia acellular fish skin matrix; BK: blank control.</p>
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<p>Results of wound healing experiments of C-AFSM and T-AFSM. C-AFSM: cod acellular fish skin matrix; T-AFSM: tilapia acellular fish skin matrix; CP: commercially available product; BK: blank control.</p>
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<p>Results of HE staining of wound tissue of C-AFSM and T-AFSM. C-AFSM: cod acellular fish skin matrix; T-AFSM: tilapia acellular fish skin matrix; CP: commercially available product; BK: blank control.</p>
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<p>Results of wound healing rate of C-AFSM and T-AFSM. Note: C-AFSM: cod acellular fish skin matrix; T-AFSM: tilapia acellular fish skin matrix; CP: commercially available product; BK: blank control.</p>
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18 pages, 13056 KiB  
Article
Effect of Cross-Section on Low-Temperature Fracture Toughness of Marine Engineering Steel Thick Plate
by Kuan Zheng, Liqin Zhang, Chengyang Hu, Lei Hu and Kaiming Wu
Materials 2025, 18(5), 1015; https://doi.org/10.3390/ma18051015 - 25 Feb 2025
Abstract
The cross-section effect leads to variations in the microstructure and thickness of marine engineering steel thick plates, which may result in delaminated tearing and a reduction in material plasticity and fracture toughness. The microstructural characterization of the matrix and the regions near the [...] Read more.
The cross-section effect leads to variations in the microstructure and thickness of marine engineering steel thick plates, which may result in delaminated tearing and a reduction in material plasticity and fracture toughness. The microstructural characterization of the matrix and the regions near the impact fracture at different depths by the thickness of the thick plate, as well as the crack propagation mechanism, was investigated. The low-temperature fracture toughness at the surface, quarter-thickness, and center at −40 °C were found to be 204 J, 215 J, and 98 J, respectively. Near the impact fracture, the grains of the test steel exhibit significant deformation. The grains at the surface experience fragmentation, leading to grain refinement and the formation of serrated cracks. At the quarter-thickness, cracks display large-angle deflection, and the deflection at the center is notably reduced, accompanied by an increase in the number of voids. In this study, the influence of the cross-section effect on the fracture toughness of marine engineering steel thick plates is thoroughly investigated. The experimental results provide theoretical guidance for the design and production of thick plates with optimal strength and toughness. This study primarily examines the influence of the cross-section effect on the microstructure and low-temperature fracture toughness of the investigated steel. Furthermore, it not only examines the microstructure of the base metal but also employs electron backscatter diffraction (EBSD) technology to characterize and analyze the microstructure near the crack, thereby exploring the influence of the cross-section effect on the fracture mechanism of the investigated steel. Full article
(This article belongs to the Special Issue Microstructure Engineering of Metals and Alloys, 3rd Edition)
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<p>The CCT curve and Jominy curve of the test steel. (<b>a</b>) The CCT curve (The red curve represents F (Ferrite); the green curve represents P (Pearlite); the blue curve represents B (Bainite); the orange curve represents M (Martensite); (<b>b</b>) The Jominy curve.</p>
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<p>Schematic diagram of the impact sample.</p>
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<p>Schematic diagram of the tensile sample.</p>
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<p>Test steel heat treatment process flow chart and sampling diagram. (<b>a</b>) The heat treatment process flow chart (<b>b</b>) The sampling diagram.</p>
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<p>The SEM micrograph of the tested steel. After quenching: (<b>a<sub>1</sub></b>) 0T, (<b>b<sub>1</sub></b>) 1/4T, and (<b>c<sub>1</sub></b>) 1/2T. After tempering: (<b>a<sub>2</sub></b>) 0T, (<b>b<sub>2</sub></b>) 1/4T, and (<b>c<sub>2</sub></b>) 1/2T.</p>
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<p>The TEM micrograph of the tested steel. (<b>a<sub>1</sub></b>,<b>a<sub>2</sub></b>) 0T; (<b>b<sub>1</sub></b>,<b>b<sub>2</sub></b>) 1/4T; and (<b>c<sub>1</sub></b>,<b>c<sub>2</sub></b>) 1/2T.</p>
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<p>The IPF, KAM, and grain boundary distribution of the test steel. (<b>a<sub>1</sub></b>–<b>a<sub>3</sub></b>) 0T; (<b>b<sub>1</sub></b>–<b>b<sub>3</sub></b>) 1/4T; and (<b>c<sub>1</sub></b>–<b>c<sub>3</sub></b>) 1/2T.</p>
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<p>(<b>a</b>) Grain boundary statistical distribution. (<b>b</b>) KAM statistical distribution of the test steel.</p>
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<p>The BC diagram and point-to-point orientation difference of the test steel (The letter a–f represent randomly selected equal-length regions). (<b>a<sub>1</sub></b>,<b>a<sub>2</sub></b>) 0T; (<b>b<sub>1</sub></b>,<b>b<sub>2</sub></b>) 1/4T; and (<b>c<sub>1</sub></b>,<b>c<sub>2</sub></b>) 1/2T.</p>
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<p>Test steel. (<b>a</b>) Relationship between carbide size and the low-temperature fracture toughness of the test steel. (<b>b</b>) Relationship between the EGS and low-temperature fracture toughness of tested steel.</p>
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<p>Relationships between impact load and displacement during impact tests of the test steel at −40 °C (the blue curve is the relationship between impact energy and displacement, and the red curve is the relationship between loading force and displacement The dashed lines distinguish the E<sub>i</sub> and E<sub>p</sub>). (<b>a</b>) 0T, (<b>b</b>) 1/4T, and (<b>c</b>)1/2T.</p>
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<p>Impact fracture morphology of the test steel. (<b>a</b>) 0T; (<b>b</b>) 1/4T; and (<b>c</b>) 1/2T.</p>
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<p>The IPF, KAM, and grain boundary distribution near the fracture surface of the test steel. (<b>a<sub>1</sub></b>–<b>a<sub>3</sub></b>) 0T; (<b>b<sub>1</sub></b>–<b>b<sub>3</sub></b>) 1/4T; and (<b>c<sub>1</sub></b>–<b>c<sub>3</sub></b>) 1/2T.</p>
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<p>The size angle grain boundary distribution map at the fracture of the test steel.</p>
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<p>Histogram of the carbide sizes of the test steel at different positions. (<b>a</b>) 0T; (<b>b</b>) 1/4T; and (<b>c</b>) 1/2T. (The curve represents the grain size distribution trend).</p>
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<p>Schematic diagram of crack propagation in the test steel. (<b>a</b>) 0/T; (<b>b</b>) 1/4T; and (<b>c</b>) 1/2T. (The arrow represents the direction of crack propagation. The red circles represent that the stress gets released).</p>
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13 pages, 6501 KiB  
Article
Recognition of Underwater Engineering Structures Using CNN Models and Data Expansion on Side-Scan Sonar Images
by Xing Du, Yongfu Sun, Yupeng Song, Lifeng Dong, Changfei Tao and Dong Wang
J. Mar. Sci. Eng. 2025, 13(3), 424; https://doi.org/10.3390/jmse13030424 - 25 Feb 2025
Abstract
Side-scan sonar (SSS) is a critical tool in marine geophysical exploration, enabling the detection of seabed structures and geological phenomena. However, the manual interpretation of SSS images is time-consuming and relies heavily on expertise, limiting its efficiency and scalability. This study addresses these [...] Read more.
Side-scan sonar (SSS) is a critical tool in marine geophysical exploration, enabling the detection of seabed structures and geological phenomena. However, the manual interpretation of SSS images is time-consuming and relies heavily on expertise, limiting its efficiency and scalability. This study addresses these challenges by employing deep learning techniques for the automatic recognition of SSS images and introducing Marine-PULSE, a specialized dataset focusing on underwater engineering structures. The dataset refines previous classifications by distinguishing four categories of objects: pipeline or cable, underwater residual mound, seabed surface, and engineering platform. A convolutional neural network (CNN) model based on GoogleNet architecture, combined with transfer learning, was applied to assess classification accuracy and the impact of data expansion. The results demonstrate a test accuracy exceeding 92%, with data expansion improving small-sample model performance by over 7%. Notably, mutual influence effects were observed between categories, with similar features enhancing classification accuracy and distinct features causing inhibitory effects. These findings highlight the importance of balanced datasets and effective data expansion strategies in overcoming data scarcity. This work establishes a robust framework for SSS image recognition, advancing applications in marine geophysical exploration and underwater object detection. Full article
(This article belongs to the Special Issue Marine Geohazards: Characterization to Prediction)
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<p>Samples from the Marine-PULSE dataset [<a href="#B27-jmse-13-00424" class="html-bibr">27</a>]. Samples in particular rows are (<b>a</b>) pipeline or cable (POC), (<b>b</b>) underwater residual mound (URM), (<b>c</b>) seabed surface (SS), and (<b>d</b>) engineering platform legs (EP).</p>
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<p>Structure of Inception architecture [<a href="#B20-jmse-13-00424" class="html-bibr">20</a>].</p>
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<p>Overview of experimental steps, including data division, data expansion, data augmentation, model establishment, and accuracy evaluation.</p>
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<p>Accuracy of the CNN model for the automatic recognition of side-scan sonar images. Figure (<b>a</b>,<b>b</b>) show the change in the train and test datasets’ accuracy and loss with increasing epochs, respectively.</p>
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<p>Prediction accuracy of different side-scan sonar image categories. Figure (<b>a</b>,<b>b</b>) present the prediction accuracies of the four categories of SSS images trained with train dataset A. Figure (<b>c</b>,<b>d</b>) present the prediction accuracies of the four categories of SSS images trained with train dataset A2. The white font is the number of SSS pictures of a certain type.</p>
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<p>The accuracy of seven different models on the test set varies with the number of epochs.</p>
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<p>Statistical results of the prediction accuracy of the seven different models on the last 40 epochs.</p>
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19 pages, 8359 KiB  
Article
Characterization of the Evolution of Energy Loss Rate in Cyclic Load Testing of Marine Soft Soil
by Yindong Sun, Heng Zhang, Yajun Liu, Ke Wu and Yang Zheng
Appl. Sci. 2025, 15(5), 2354; https://doi.org/10.3390/app15052354 - 22 Feb 2025
Abstract
The study of energy evolution laws has been widely applied in the geotechnical analysis of soft rocks and coal seams. However, research on marine soft soil has primarily focused on consolidation behavior, shear properties, and microstructural evolution, with limited exploration of systematic methods [...] Read more.
The study of energy evolution laws has been widely applied in the geotechnical analysis of soft rocks and coal seams. However, research on marine soft soil has primarily focused on consolidation behavior, shear properties, and microstructural evolution, with limited exploration of systematic methods based on energy evolution laws. This paper addresses this gap by analyzing dynamic triaxial test data to explore the relationship between energy loss rate and the number of cyclic loadings in marine soft soil. Through energy loss calculations and derivations, a mathematical expression for the energy loss rate is established using curve fitting. Additionally, an envelope diagram depicting the energy dissipation rate of marine soft soil under varying perimeter pressures and water contents is presented. This diagram serves as a criterion for assessing the stability of marine soft soil, which is further validated through engineering applications. The findings offer novel approaches and insights for developing theoretical models and rapid strength assessment techniques for marine soft soil in engineering practices. Full article
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<p>Test preparation and test loading.</p>
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<p>Relationship between dynamic stress amplitude and axial strain of marine soft soil.</p>
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<p>Relationship between dynamic stress amplitude and axial strain of marine soft soil.</p>
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<p>Variation in energy dissipation rate with the number of cyclic loadings in marine soft soil under different water content conditions.</p>
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<p>Variation in energy dissipation rate with the number of cyclic loadings in marine soft soil under different water content conditions.</p>
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<p>Fitted curve of the relationship between energy dissipation rate and the number of cyclic loadings in marine soft soil under 100 kPa surrounding pressure.</p>
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<p>Fitted curve of the relationship between energy dissipation rate and the number of cyclic loadings in marine soft soil under 100 kPa surrounding pressure.</p>
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<p>Trends of parameters <span class="html-italic">A</span>, <span class="html-italic">B</span>, and <span class="html-italic">C</span> of the energy loss rate equation under different water content and surrounding pressure conditions.</p>
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<p>Envelope surface of energy dissipation rate of marine soft soil during dynamic triaxial test at 100 kPa surrounding pressure. Different colors represent different values of energy dissipation rate, from blue to red represents the gradual increase of energy dissipation rate in marine soft soil.</p>
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<p>Envelope surface of energy dissipation rate of marine soft soil during dynamic triaxial test at 100 kPa surrounding pressure. Different colors represent different values of energy dissipation rate, from blue to red represents the gradual increase of energy dissipation rate in marine soft soil.</p>
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<p>Envelope surface of energy dissipation rate of marine soft soil during dynamic triaxial test at 50 kPa, 100 kPa, and 200 kPa surrounding pressure. (<b>a</b>) Two-dimensional envelope curve of energy dissipation rate at 50 kPa. Different colors represent different values of energy dissipation rate, from blue to red represents the gradual increase of energy dissipation rate in marine soft soil.</p>
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<p>Envelope surface of energy dissipation rate of marine soft soil during dynamic triaxial test at 50 kPa, 100 kPa, and 200 kPa surrounding pressure. (<b>a</b>) Two-dimensional envelope curve of energy dissipation rate at 50 kPa. Different colors represent different values of energy dissipation rate, from blue to red represents the gradual increase of energy dissipation rate in marine soft soil.</p>
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<p>Three-dimensional finite element numerical calculation model.</p>
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<p>Vertical strain characteristics of marine soft soil unit under train running loads.Different colors represent the formation deformation value, and the formation deformation value gradually increases from blue to red.</p>
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<p>Schematic diagram of energy dissipation rate versus envelope surface for marine soft soil in unit No. 87. Different colors represent different values of energy dissipation rate, from blue to red represents the gradual increase of energy dissipation rate in marine soft soil.</p>
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20 pages, 11049 KiB  
Article
Effects of High-Frequency Vibration on Residual Stress and Microstructure of Carbon Steel for Marine Structures: Comparative Analysis with Tempering
by Guanhua Xu and Feilong Liu
J. Mar. Sci. Eng. 2025, 13(3), 408; https://doi.org/10.3390/jmse13030408 - 22 Feb 2025
Abstract
To improve the safety and service life of carbon steel used in marine structures, appropriate regulation of residual stress in carbon steel is required. This paper investigates the effects of high-frequency vibratory stress relief (VSR) and tempering on the residual stress, microstructure, and [...] Read more.
To improve the safety and service life of carbon steel used in marine structures, appropriate regulation of residual stress in carbon steel is required. This paper investigates the effects of high-frequency vibratory stress relief (VSR) and tempering on the residual stress, microstructure, and surface hardness of 45 steel. After the high-frequency VSR and tempering at 200 °C for 30 min treatment, the microstructure is still tempered martensite. When the 45 steel experimental specimens were tempered at 600 °C for 30 min, the microstructure changed from tempered martensite to tempered sorbite, and the residual stress regulation effect of 45 steel experimental specimens was significantly improved. However, its surface hardness decreased significantly, which reduces the mechanical properties of marine structural components. Comparatively, high-frequency VSR is an effective method to regulate residual stress while ensuring that the microstructure of marine structural components does not undergo drastic changes. This study provides technical and theoretical support for the residual stress regulation treatment of 45 steel in marine engineering. Full article
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<p>The experimental system of the high-frequency VSR [<a href="#B25-jmse-13-00408" class="html-bibr">25</a>].</p>
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<p>Dislocation evolution process: (<b>a</b>) dislocation accumulation; (<b>b</b>) dislocation annihilation.</p>
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<p>Displacement modes: (<b>a</b>) 4299 Hz; (<b>b</b>) 11,722 Hz; (<b>c</b>) 22,526 Hz; (<b>d</b>) 35,817 Hz.</p>
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<p>Strain modes: (<b>a</b>) 4299 Hz; (<b>b</b>) 11,722 Hz; (<b>c</b>) 22,526 Hz; (<b>d</b>) 35,817 Hz.</p>
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<p>Diagram of residual stress testing.</p>
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<p>The effects of the tempering time on the equivalent stress.</p>
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<p>The effects of the tempering temperature on the equivalent stress.</p>
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<p>The effects of the vibration time on the equivalent stress.</p>
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<p>The Rockwell hardness and the Vickers hardness testing results for the 45 steel specimens: (<b>a</b>) the Rockwell hardness; (<b>b</b>) the Vickers hardness.</p>
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<p>Vickers indentations under each condition.</p>
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<p>(<b>a</b>) The OM photos for the 45 steel specimens treated by quenching at 850 °C for 3 min; (<b>b</b>) the OM photos for the 1# specimens; (<b>c</b>) the OM photos for the 4# specimens treated by tempering at 200 °C for 120 min; (<b>d</b>) the OM photos for the 5# specimens treated by tempering at 600 °C for 30 min; (<b>e</b>) the OM photos for the 10# specimens treated by the high-frequency VSR for 25 min.</p>
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23 pages, 8778 KiB  
Article
A Novel Approach to the Design of Distributed Dynamic Vibration Absorbers for Plates Subjected to Classical and Elastic Edge Conditions
by Yuan Du, Yuhang Tang, Chenyu Fan, Yucheng Zou, Zhen Bao and Yong Ma
J. Mar. Sci. Eng. 2025, 13(3), 401; https://doi.org/10.3390/jmse13030401 - 21 Feb 2025
Abstract
Plate structures are the main components of offshore platforms and ships in engineering applications. The vibration control of the low-frequency mode of plate structures has always been a meaningful research object in marine science and engineering. Due to their low cost and good [...] Read more.
Plate structures are the main components of offshore platforms and ships in engineering applications. The vibration control of the low-frequency mode of plate structures has always been a meaningful research object in marine science and engineering. Due to their low cost and good performance, dynamic vibration absorbers are widely used. To enhance the design efficiency of dynamic vibration absorbers, a mathematical model was developed for plates with dynamic vibration absorbers under different boundary constraints. To overcome the discontinuity of the displacement function, auxiliary series were introduced. In addition, the efficiency of resolving the plate structure’s equivalent mass was significantly improved compared with when using FEM software Abaqus 6.14. The validity of the proposed mathematical model was confirmed in comparison with related studies, the FEM results, and the experimental results. Considering the mathematical model and design approach proposed in the current paper, more research on the vibration control of plates subjected to clamped and elastic boundary conditions should be performed. The mathematical model and findings in the design process may have positive implications for the control of the vibration of plate structures in marine science and engineering. Full article
(This article belongs to the Section Ocean Engineering)
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<p>Ship plate structure.</p>
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<p>The schematic diagram of rectangular plate with a dynamic vibration absorber.</p>
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<p>An illustration of the possible discontinuities of the conventional Fourier series at the endpoints.</p>
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<p>An illustration of the principle of how to eliminate the possible discontinuities of the improved Fourier series at the endpoints.</p>
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<p>Equivalent mass solution procedure of a plate structure.</p>
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<p>The first natural frequency of a four-sided clamped rectangular plate (<span class="html-italic">f</span> = 8.97 Hz).</p>
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<p>The variation tendency of equivalent mass with additional mass at point A.</p>
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<p>The relationship between the dimensionless frequency parameters of the plate and the spring stiffness.</p>
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<p>Experimental devices and test model.</p>
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<p>Mode shapes of the cantilever plate (left side: test results; right side: current method).</p>
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<p>Schematic diagram of multi-point excitation and assessment points.</p>
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<p>Vibration response of the plate for different frequency ratios of the dynamic vibration absorber.</p>
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<p>Vibration response of the plate when the damping of dynamic vibration absorber is optimized.</p>
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<p>Vibration response of the plate for different installation positions of the dynamic vibration absorber.</p>
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<p>The design procedure of the dynamic vibration absorber for the plate.</p>
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<p>Schematic diagram of multi-point excitation points and assessment points.</p>
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<p>Frequency response curve under multi-point excitation load.</p>
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<p>Mounting points of distributed dynamic vibration absorber.</p>
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<p>Comparison of the vibration response curves before and after installation of the distributed dynamic vibration absorber.</p>
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<p>Comparison of the vibration response curves before and after installation of the distributed dynamic vibration absorber.</p>
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<p>Frequency response curves under multi-point excitation load for classical and elastic boundary condition.</p>
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<p>Mounting points of distributed dynamic vibration absorbers under elastic boundary conditions.</p>
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<p>Effect of the dynamic vibration absorber under elastic boundary conditions.</p>
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<p>Effect of the dynamic vibration absorber under elastic boundary conditions.</p>
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20 pages, 6660 KiB  
Article
Joint Probability Distribution of Wind–Wave Actions Based on Vine Copula Function
by Yongtuo Wu, Yudong Feng, Yuliang Zhao and Saiyu Yu
J. Mar. Sci. Eng. 2025, 13(3), 396; https://doi.org/10.3390/jmse13030396 - 20 Feb 2025
Abstract
During its service life, a deep-sea floating structure is likely to encounter extreme marine disasters. The combined action of wind and wave loads poses a threat to its structural safety. In this study, elliptical copula, Archimedean copula, and vine copula models are employed [...] Read more.
During its service life, a deep-sea floating structure is likely to encounter extreme marine disasters. The combined action of wind and wave loads poses a threat to its structural safety. In this study, elliptical copula, Archimedean copula, and vine copula models are employed to depict the intricate dependence structure between wind and waves in a specific sea area of the Shandong Peninsula. Moreover, hourly significant wave height, spectral peak period, and 10 m average wind speed hindcast data from 2004 to 2023 are utilized to explore the joint distribution of multidimensional parameters and environmental design values. The results indicate the following: (1) There exists a significant correlation between wind speed and wave parameters. Among them, the C-vine copula model represents the optimal trivariate joint distribution, followed by the Gaussian copula, while the Frank copula exhibits the poorest fit. (2) Compared with the high-dimensional symmetric copula models, the vine copula model has distinct advantages in describing the dependence structure among several variables. The wave height and period demonstrate upper tail dependence characteristics and follow the Gumbel copula distribution. The optimal joint distribution of wave height and wind speed is the t copula distribution. (3) The identification of extreme environmental parameters based on the joint probability distribution derived from environmental contour lines is more in line with the actual sea conditions. Compared with the design values of independent variables with target return periods, it can significantly reduce engineering costs. In conclusion, the vine copula model can accurately identify the complex dependency characteristics among marine variables, offering scientific support for the reliability-based design of floating structures. Full article
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<p>Flowchart of multi-load design concepts.</p>
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<p>The tree structures of C-vine and D-vine.</p>
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<p>Scatter plot of wind–wave parameters and fitting of marginal distributions. (<b>a</b>) Scatter plot of (Hs, Tp, Vs). (<b>b</b>) Marginal distribution fitting of Hs. (<b>c</b>) Marginal distribution fitting of Tp. (<b>d</b>) Marginal distribution fitting of <span class="html-italic">V<sub>s</sub></span>.</p>
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<p>Joint density probability diagram based on trivariate symmetric copula. (<b>a</b>) Gaussian copula. (<b>b</b>) Clayton copula.</p>
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<p>The trivariate joint distribution of (<span class="html-italic">H<sub>s</sub></span>, <span class="html-italic">T<sub>p</sub></span>, <span class="html-italic">V<sub>s</sub></span>) responding to (<b>a</b>) bivariate joint PDF of (<span class="html-italic">H<sub>s</sub></span>, <span class="html-italic">T<sub>p</sub></span>), (<b>b</b>) bivariate PDF of (<span class="html-italic">T<sub>p</sub></span>, <span class="html-italic">V<sub>s</sub></span>), (<b>c</b>) bivariate contour plots of <span class="html-italic">c</span><sub>23|1</sub>, (<b>d</b>) bivariate contour plots of <span class="html-italic">c</span><sub>13|2</sub>, (<b>e</b>) trivariate joint PDF using C-vine model, and (<b>f</b>) trivariate joint PDF using D-vine model.</p>
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<p>Original metocean variables and 10-year extreme environmental surfaces responding to (<b>a</b>) Gaussian, (<b>b</b>) <span class="html-italic">t,</span> (<b>c</b>) Clayton, (<b>d</b>) Frank, (<b>e</b>) C-vine, and (<b>f</b>) D-vine models.</p>
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<p>Original metocean variables and 10-year extreme environmental surfaces responding to (<b>a</b>) Gaussian, (<b>b</b>) <span class="html-italic">t,</span> (<b>c</b>) Clayton, (<b>d</b>) Frank, (<b>e</b>) C-vine, and (<b>f</b>) D-vine models.</p>
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<p>Environmental contours of (<span class="html-italic">H<sub>s</sub></span>, <span class="html-italic">T<sub>p</sub></span>) given <span class="html-italic">V<sub>s</sub></span> based on various copula models.</p>
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<p>Environmental contours of (<span class="html-italic">H<sub>s</sub></span>, <span class="html-italic">T<sub>p</sub></span>) given <span class="html-italic">V<sub>s</sub></span> based on various copula models.</p>
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<p>Environmental contours of (<span class="html-italic">H<sub>s</sub></span>, <span class="html-italic">V<sub>s</sub></span>) given <span class="html-italic">T<sub>p</sub></span> based on various copula models.</p>
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<p>Contour plots of (<span class="html-italic">Hs</span>, <span class="html-italic">T<sub>p</sub></span>) conditional on <span class="html-italic">V<sub>s</sub></span> using various copulas.</p>
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<p>Distribution fitting of annual extreme wind and wave parameters. (<b>a</b>) Significant wave height. (<b>b</b>) Wind speed.</p>
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12 pages, 5315 KiB  
Article
Strength Model for Cement-Stabilized Marine Clay: SEM Image Analysis and Microstructural Insights
by Liyang Xu, Xipeng Wang, Yanzhi Qi, Chang Yuan, Zhi Ding and Riqing Xu
J. Mar. Sci. Eng. 2025, 13(2), 388; https://doi.org/10.3390/jmse13020388 - 19 Feb 2025
Abstract
This study investigates the strength development of cement-stabilized marine clay, which is influenced by a complex interplay of microstructural factors. To optimize its performance for coastal and offshore engineering, we explored the relationship between microstructure and unconfined compressive strength (UCS). Using Scanning Electron [...] Read more.
This study investigates the strength development of cement-stabilized marine clay, which is influenced by a complex interplay of microstructural factors. To optimize its performance for coastal and offshore engineering, we explored the relationship between microstructure and unconfined compressive strength (UCS). Using Scanning Electron Microscopy (SEM) and the Pore/Crack Analysis System (PCAS), we analyzed samples with varying cement contents (10%, 15%, and 20%) and curing times (3, 7, 14, and 28 days). Key microstructural parameters, including porosity, particle shape, size, and arrangement, were quantified and correlated with UCS results. A novel comprehensive micro-parameter was introduced to encapsulate the combined effects of these factors, revealing an exponential relationship with strength development. The findings provide a quantitative framework for predicting the performance of cement-stabilized marine clay, contributing to more efficient solutions in geotechnical engineering. Full article
(This article belongs to the Section Ocean Engineering)
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<p>Sample preparation. (<b>a</b>) Sample for UCS test. (<b>b</b>) Sample for SEM imaging.</p>
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<p>Scanning electron microscope of the FEG650 type.</p>
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<p>SEM images of cement-treated soil with different curing ages (the magnification rate is 5000 times). (<b>a</b>) Three days curing time, 15% cement content. (<b>b</b>) Twenty eight days curing time, 15% cement content.</p>
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<p>The evolution of micro-parameters with increasing curing age.</p>
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<p>The evolution of micro-parameters with increasing cement content.</p>
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<p>Strength model for the cement-stabilized marine clay. (<b>a</b>) Relation between <span class="html-italic">M</span> and UCS influenced by curing age. (<b>b</b>) Relation between comprehensive micro-parameter <span class="html-italic">M</span> and UCS influenced by cement content. (<b>c</b>) Unified exponential function of all comprehensive micro-parameters <span class="html-italic">M</span> and UCS.</p>
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15 pages, 5375 KiB  
Article
Changes in Heat Resistance and Mechanical Properties of Peroxide Cross-Linking HDPE: Effects of Compounding Cross-Linkers
by Shunquan Liu, Run Zhang, Chenchao Fu, Tianshuo Zheng and Ping Xue
Polymers 2025, 17(4), 535; https://doi.org/10.3390/polym17040535 - 19 Feb 2025
Abstract
Due to excellent chemical resistance and impermeability, high-density polyethylene (HDPE) is widely used in petrochemical transportation, product packaging, sports equipment, and marine applications. Yet, with the wide variety of service environments, its mechanical and thermal properties do not meet the demand. In the [...] Read more.
Due to excellent chemical resistance and impermeability, high-density polyethylene (HDPE) is widely used in petrochemical transportation, product packaging, sports equipment, and marine applications. Yet, with the wide variety of service environments, its mechanical and thermal properties do not meet the demand. In the present study, a compounding cross-linker comprising di-tert-butyl peroxide (DTBP) and triallyl isocyanurate (TAIC) is employed by combining with a two-step preparation process. High-quality cross-linking reactions are achieved for HDPE. In this study, the cross-linking of DTBP is first examined separately. A peak cross-linking degree of 74.7% is achieved, and there is a large improvement in thermal resistance and mechanical properties. Subsequently, the composite cross-linking system of DTBP and TAIC is investigated. The peak cross-linking degree is 82.1% (10% increase compared to DTBP). The peak heat deformation temperature is 80.1 °C (22% increase compared to DTBP). The peak impact strength is 104.73 kJ/m2 (207% increase compared to neat HDPE). The flexural strength is 33.6 MPa (22% increase compared to neat HDPE). The results show that this cross-linking system further improves the cross-linking degree, heat resistance, and mechanical properties of HDPE, indicating its potential application in engineering materials for high performance. Full article
(This article belongs to the Special Issue Advances in Polymer Composites II)
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<p>Molding process for peroxide-cross-linked HDPE.</p>
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<p>Cross-linking degree of HDPE: Different contents of DTBP and DTBP/TAIC. (<b>a</b>) Cross-linking degree (only DTBP); (<b>b</b>) Cross-linking degree (DTBP and TAIC); (<b>c</b>) Changes in molecular chains due to changes in the cross-linking degree.</p>
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<p>Reaction formula of DTBP- and TAIC-cross-linked HDPE.</p>
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<p>The HDT and VST of DTBP- and TAIC-cross-linked HDPE with different contents: (<b>a</b>) HDT (only DTBP); (<b>b</b>) VST (only DTBP); (<b>c</b>) HDT (DTBP and TAIC); (<b>d</b>) VST (DTBP and TAIC).</p>
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<p>Crystallization and melting behavior of HDPE cross-linked with different contents of DTBP and TAIC: (<b>a</b>) Melting and Crystallization curve (only DTBP); (<b>b</b>) Melting and Crystallization curve (DTBP and TAIC); (<b>c</b>) Crystallinity and Average wafer thickness (only DTBP); (<b>d</b>) Crystallinity and Average wafer thickness (DTBP and TAIC).</p>
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<p>Tensile strength, elongation, impact strength, and bending strength of HDPE cross-linked with DTBP and TAIC: (<b>a</b>) Tensile strength (only DTBP); (<b>b</b>) Elongation at break (only DTBP); (<b>c</b>) Impact strength (only DTBP); (<b>d</b>) Bending strength (only DTBP); (<b>e</b>) Tensile strength (DTBP and TAIC); (<b>f</b>) Elongation at break (DTBP and TAIC); (<b>g</b>) Impact strength (DTBP and TAIC); (<b>h</b>) Bending strength (DTBP and TAIC).</p>
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<p>SEM images of cross-linked HDPE specimens with different DTBP and TAIC contents: (<b>a</b>) 0.5% DTBP; (<b>b</b>) 1.0% DTBP; (<b>c</b>) 1.5% DTBP; (<b>d</b>) 2.0% DTBP; (<b>e</b>) 2.5% DTBP; (<b>f</b>) 2.5% DTBP and 0.2% TAIC; (<b>g</b>) 2.5% DTBP and 0.3% TAIC; (<b>h</b>) 2.5% DTBP and 0.4% TAIC; (<b>i</b>) 2.5% DTBP and 0.5% TAIC.</p>
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<p>SEM images of cross-linked HDPE specimens with different DTBP and TAIC contents: (<b>a</b>) 0.5% DTBP; (<b>b</b>) 1.0% DTBP; (<b>c</b>) 1.5% DTBP; (<b>d</b>) 2.0% DTBP; (<b>e</b>) 2.5% DTBP; (<b>f</b>) 2.5% DTBP and 0.2% TAIC; (<b>g</b>) 2.5% DTBP and 0.3% TAIC; (<b>h</b>) 2.5% DTBP and 0.4% TAIC; (<b>i</b>) 2.5% DTBP and 0.5% TAIC.</p>
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16 pages, 16778 KiB  
Article
Study on the Mechanical Behavior of Fine-Grained Gassy Soil Under Different Stress Conditions
by Tao Liu, Chengrong Qing, Jianguo Zheng, Xiufen Ma, Jiawang Chen and Xiaolei Liu
J. Mar. Sci. Eng. 2025, 13(2), 373; https://doi.org/10.3390/jmse13020373 - 17 Feb 2025
Abstract
Gassy soil is prevalent in coastal regions, and the presence of gas bubbles can significantly alter the mechanical properties of soil, potentially leading to various marine engineering geological hazards. In this study, a series of triaxial tests were conducted on fine-grained gassy soils [...] Read more.
Gassy soil is prevalent in coastal regions, and the presence of gas bubbles can significantly alter the mechanical properties of soil, potentially leading to various marine engineering geological hazards. In this study, a series of triaxial tests were conducted on fine-grained gassy soils under different consolidation pressures (pc’), stress paths, and initial pore water pressures (uw0). These tests were also used to verify the applicability of a newly proposed constitutive model. According to the test results, the response to excess pore pressure and the stress–strain relationship of fine-grained gassy soils strongly depend on the initial pore water pressure (uw0), with the degree of variation being influenced by the consolidation pressure (pc’) and stress path. As uw0 decreases, the undrained shear strength (cu) of fine-grained gassy soils gradually increases, and this is lower under the reduced triaxial compression (RTC) path compared to the conventional triaxial compression (CTC) path, which can be attributed to the destruction of the pore structure due to an increase in gas volume. The newly proposed model accurately predicts the pore pressure and stress–strain relationship of fine-grained gassy soils at low consolidation pressures (pc’), but it falls short in predicting the mechanical behavior during shear progression under high pc’ or the RTC path. Although the model effectively predicts the excess pore pressure and deviator stress at the shear failure point (axial strain = 15%), further improvement is still required. Full article
(This article belongs to the Special Issue Advances in Marine Geological and Geotechnical Hazards)
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<p>A schematic diagram of bubble flooding which is adapted from Hong et al. (2017) [<a href="#B23-jmse-13-00373" class="html-bibr">23</a>].</p>
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<p>Schematic diagram of stress path in triaxial test.</p>
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<p>Three-phase composition diagram of gas-bearing soil per unit volume.</p>
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<p>The main process of gassy soil preparation using the zeolite molecular sieve technique.</p>
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<p>The main process of gassy soil preparation using the zeolite molecular sieve technique.</p>
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<p>The excess pore pressure responses under different stress conditions.</p>
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<p>Stress–strain relationship and effective stress paths of specimens at different <span class="html-italic">u</span><sub>w0</sub> during the CTC test (<span class="html-italic">p</span><sub>c’</sub> = 200 kPa).</p>
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<p>Stress–strain relationship and effective stress paths of specimens at different <span class="html-italic">u</span><sub>w0</sub> during the CTC test (<span class="html-italic">p</span><sub>c’</sub> = 400 kPa).</p>
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<p>Stress–strain relationship and effective stress paths of specimens at different <span class="html-italic">u</span><sub>w0</sub> during the RTC test (<span class="html-italic">p</span><sub>c’</sub> = 200 kPa).</p>
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<p>Varying shapes of yield surface in <span class="html-italic">p’</span>-<span class="html-italic">q</span> space and <span class="html-italic">p’</span>-<span class="html-italic">q</span>-<span class="html-italic">e</span><sub>w</sub> at different values of shape parameter <span class="html-italic">α</span>.</p>
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<p>Stress–dilatancy relationship of gassy Malaysian kaolin.</p>
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<p>Comparison between the predicted and measured shear behavior of gassy soil at <span class="html-italic">p</span><sub>c’</sub> = 200 kPa and CTC stress path.</p>
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<p>Comparison between the predicted and measured shear behavior of gassy soil at <span class="html-italic">p</span><sub>c’</sub> = 400 kPa and CTC stress path.</p>
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<p>Comparison between the predicted and measured shear behavior of gassy soil at <span class="html-italic">p</span><sub>c’</sub> = 200 kPa and RTC stress path.</p>
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<p>Pore pressure response results under different parameters (the grey line is the prediction result corresponding to the unadjusted parameters).</p>
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<p>Deviator stress results under different parameters (the grey line is the prediction result corresponding to the unadjusted parameters).</p>
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<p>Deviator stress results under different parameters (the grey line is the prediction result corresponding to the unadjusted parameters).</p>
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23 pages, 1204 KiB  
Review
Marine Phytoplankton Bioactive Lipids and Their Perspectives in Clinical Inflammation
by Edoardo Andrea Cutolo, Rosanna Campitiello, Valeria Di Dato, Ida Orefice, Max Angstenberger and Maurizio Cutolo
Mar. Drugs 2025, 23(2), 86; https://doi.org/10.3390/md23020086 - 17 Feb 2025
Abstract
Marine phytoplankton is an emerging source of immunomodulatory bioactive lipids (BLs). Under physiological growth conditions and upon stress challenges, several eukaryotic microalgal species accumulate lipid metabolites that resemble the precursors of animal mediators of inflammation: eicosanoids and prostaglandins. Therefore, marine phytoplankton could serve [...] Read more.
Marine phytoplankton is an emerging source of immunomodulatory bioactive lipids (BLs). Under physiological growth conditions and upon stress challenges, several eukaryotic microalgal species accumulate lipid metabolites that resemble the precursors of animal mediators of inflammation: eicosanoids and prostaglandins. Therefore, marine phytoplankton could serve as a biotechnological platform to produce functional BLs with therapeutic applications in the management of chronic inflammatory diseases and other clinical conditions. However, to be commercially competitive, the lipidic precursor yields should be enhanced. Beside tailoring the cultivation of native producers, genetic engineering is a feasible strategy to accrue the production of lipid metabolites and to introduce heterologous biosynthetic pathways in microalgal hosts. Here, we present the state-of-the-art clinical research on immunomodulatory lipids from eukaryotic marine phytoplankton and discuss synthetic biology approaches to boost their light-driven biosynthesis. Full article
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<p>Biosynthesis and roles of bioactive lipids in human physiology. (<b>A</b>) Upon tissue damage and signaling derived from pro-inflammatory cytokines binding to membrane receptors, membrane phosholipids are substrates of phospholipase enzymes (PLA2) that release arachidonic acid (AA). AA is further converted into prostaglandins (PGs) by cyclooxygenase enzymes (COX1 and COX2) and into leukotrienes (LTs) by lipooxygenase enzymes. PGs such as PG2 can be further converted into thromboxanes. BLs are secreted and regulate the initiation, progression, and resolution of inflammatory responses (described in (<b>C</b>)). (<b>B</b>) PG molecules exert different functions depending on which receptor type they bind, leading to multiple physiological outcomes. (<b>C</b>) Inflammatory responses typically develop via a pro-inflammatory phase then progress to an acute phase and are eventually resolved. Abbreviations: PGs: prostaglandins; PLA2: phospholipase A2; COX-1: cyclooxygenase 2; COX-2: cyclooxygenase 2; PG2: prostaglandin G2; PGD2: prostaglandin D2; PGE2: prostaglandin E2; PGF2α: prostaglandin F2 alpha; PGI2: prostaglandin I2 (prostacyclin); DP1/DP2: D-prostanoid receptor 1/2; EP1/EP2/EP3/EP4: E-prostanoid receptor 1/2/3/4; FP: F-prostanoid receptor; IP: I-prostanoid receptor; PLC: phospholipase C; PKC: protein kinase C; PKA: protein kinase A; PI3K/Akt: phosphoinositide 3-kinase/protein kinase B; cAMP: cyclic adenosine monophosphate; Gs: stimulatory G protein; Gi: inhibitory G protein.</p>
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<p>Described anti-inflammatory effects of microalgal bioactive lipids on intracellular signaling pathways. Reproduced from [<a href="#B34-marinedrugs-23-00086" class="html-bibr">34</a>]. Pro-inflammatory cytokines such as the tumor necrosis factor α (TNF-α) activate the nuclear factor kappa Β (NF-kB)-mediated pathway, which positively regulates the expression of pro-inflammatory genes. Several microalgal lipids, including eicosapentaenoic acid (EPA), docosahexaenoic acid (DHA), and dihomo γ-linolenic acid (20:3, <span class="html-italic">n</span> − 6, DGLA), have been shown to interfere with intermediate steps of the signaling pathways, suppressing pro-inflammatory responses. EPA, DHA, and DGLA all appear to negatively modulate the NF-kB pathway by inhibiting the upstream inhibitor of κB (IkB) kinase complex. These compounds appear to prevent the phosphorylation-dependent release of the pro-inflammatory transcriptional activator NF-kB and its nuclear translocation, thereby suppressing the expression of pro-inflammatory genes, including the inducible nitric oxide synthase (<span class="html-italic">Nos2</span>) gene. DHA appears to also positively regulate the expression of the anti-inflammatory gene <span class="html-italic">IL-10</span>. Solid blunt arrows indicate experimentally described interference mechanisms; dashed blunt arrows indicate suggested mechanisms of action.</p>
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<p>Prostaglandin metabolism in microalgae. Prostaglandins (PGs) have been described in the following microalgal species: <span class="html-italic">Skeletonema marinoi</span> (<span class="html-italic">S.m.</span>), in which the genes encoding enzymes involved in the PG pathway were identified, along with the chemical characterization of PUFA-derivative molecules; <span class="html-italic">Thalassiosira rotula</span> (<span class="html-italic">T.r.</span>), in which additional PG-related genes were identified together with PGs released in the cultivation medium; <span class="html-italic">Phaeodactylum tricornutum</span> (<span class="html-italic">P.t.</span>), in which isoprostanoids produced via isomerization of PUFA precursors were characterized; dinoflagellates species (<span class="html-italic">Dinofl.</span>), from which the transcriptomics data mining revealed the existence of the PG prostaglandin pathway; and the green microalga <span class="html-italic">Euglena graclilis</span> (<span class="html-italic">E.g.</span>) and the cyanobacterium <span class="html-italic">Microcystis aeruginosa</span> (<span class="html-italic">M.a</span>.), which also produce PGs. The species in which PG biosynthetic enzymes and products have been identified are indicated to the side of each figure element. Prostaglandin B (PGB); Prostaglandin A (PGA); Prostaglandin E (PGE); Prostaglandin D (PGD); Prostaglandin J (PGJ); Prostaglandin K (PJK); prostaglandin F<sub>α</sub> (PGF<sub>α</sub>); 15-keto prostaglandin (15-keto-PGs); 13-dihydro-15-keto prostaglandin (13-dihydro-15-keto-PGs); 14-dihydro-15-keto prostaglandin (14-dihydro-15-keto-PGs); lipoxygenase (LOX); cyclooxygenase (COX); prostaglandin E synthase (PTGES); prostaglandin D synthase (PTGDS); prostaglandin F synthase (PTGFS); prostaglandin E2-9-oxoreductase (PGE2-9-OR, in the case of <span class="html-italic">T. r.</span>); 15-prostaglandin dehydrogenase (15-PGDH); prostaglandin reductase (PTGR). In the cases of <span class="html-italic">T. r</span>., PGFα and PGJ have not been directly identified, and only their degradation products have. α-Linolenic acid, ALA; eicosatrienoic acid, ETE; eicosapentaenoic acid, EPA; docosahexaenoic acid, DHA.</p>
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33 pages, 2411 KiB  
Review
Advances in the Application of Intelligent Algorithms to the Optimization and Control of Hydrodynamic Noise: Improve Energy Efficiency and System Optimization
by Maosen Xu, Bokai Fan, Renyong Lin, Rong Lin, Xian Wu, Shuihua Zheng, Yunqing Gu and Jiegang Mou
Appl. Sci. 2025, 15(4), 2084; https://doi.org/10.3390/app15042084 - 17 Feb 2025
Abstract
Hydrodynamic noise is induced by hydrodynamic phenomena, such as pressure fluctuations, shear layers, and eddy currents, which have a significant impact on ship performance, pumping equipment efficiency, detection accuracy, and the living environment of marine organisms. Specifically, hydrodynamic noise increases fluid resistance around [...] Read more.
Hydrodynamic noise is induced by hydrodynamic phenomena, such as pressure fluctuations, shear layers, and eddy currents, which have a significant impact on ship performance, pumping equipment efficiency, detection accuracy, and the living environment of marine organisms. Specifically, hydrodynamic noise increases fluid resistance around the hull, reduces speed and fuel efficiency, and affects the stealthiness of military vessels; whereas, in pumping equipment, noise generation is usually accompanied by energy loss and mechanical vibration, resulting in reduced efficiency and accelerated wear and tear of the equipment. Traditional physical experiments, theoretical modeling, and numerical simulation methods occupy a key position in hydrodynamic noise research, but each have their own limitations: physical experiments are limited by experimental conditions, which make it difficult to comprehensively reproduce the characteristics of the complex flow field; theoretical modeling appears to be simplified and idealized to cope with the multiscale noise mechanism; and numerical simulation methods, although accurate, are deficient in the sense that they are computationally expensive and difficult to adapt to complex boundary conditions. In recent years, intelligent algorithms represented by data-driven algorithms and heuristic algorithms have gradually emerged, showing great potential for development in hydrodynamic noise optimization applications. To this end, this paper systematically reviews progress in the application of intelligent algorithms in hydrodynamic noise research, focusing on their advantages in the optimal design of noise sources, noise prediction, and control strategy optimization. Meanwhile, this paper analyzes the problems of data scarcity, computational efficiency, and model interpretability faced in the current research, and looks forward to the possible improvements brought by hybrid methods, including physical information neural networks, in future research directions. It is hoped that this review can provide useful references for theoretical research and practical engineering applications involving hydrodynamic noise, and point the way toward further exploration in related fields. Full article
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<p>A high-Reynolds-number turbulent boundary layer moving from left to right [<a href="#B25-applsci-15-02084" class="html-bibr">25</a>].</p>
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<p>Numerical and experimental results of vortex shedding [<a href="#B31-applsci-15-02084" class="html-bibr">31</a>]: (<b>a</b>) the velocity distribution; (<b>b</b>) the flow state at the outlet.</p>
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<p>Cavitation forms under different back pressure conditions at an inlet pressure of 4 MPa [<a href="#B42-applsci-15-02084" class="html-bibr">42</a>]: (<b>a</b>) back pressure 0.6 MPa; (<b>b</b>) back pressure 0.7 MPa; (<b>c</b>) back pressure 0.8 MPa; (<b>d</b>) back pressure 0.9 MPa; (<b>e</b>) back pressure 1.0 MPa; (<b>f</b>) back pressure 1.1 MPa; (<b>g</b>) back pressure 1.2 MPa; and (<b>h</b>) back pressure 1.3 MPa.</p>
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<p>Cavitation forms under different back pressure conditions at an inlet pressure of 4 MPa [<a href="#B42-applsci-15-02084" class="html-bibr">42</a>]: (<b>a</b>) back pressure 0.6 MPa; (<b>b</b>) back pressure 0.7 MPa; (<b>c</b>) back pressure 0.8 MPa; (<b>d</b>) back pressure 0.9 MPa; (<b>e</b>) back pressure 1.0 MPa; (<b>f</b>) back pressure 1.1 MPa; (<b>g</b>) back pressure 1.2 MPa; and (<b>h</b>) back pressure 1.3 MPa.</p>
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