Relevant bibliographies by topics / Immersed structures

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Immersed structures'

Author: Grafiati
Published: 5 October 2024
Last updated: 31 July 2025

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Journal articles on the topic "Immersed structures"

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Iguchi, T., T. Sugaya, and Y. Kawano. "Silicon-immersed terahertz plasmonic structures." Applied Physics Letters 110, no. 15 (2017): 151105. http://dx.doi.org/10.1063/1.4980018.

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Griffith, Boyce E., and Neelesh A. Patankar. "Immersed Methods for Fluid–Structure Interaction." Annual Review of Fluid Mechanics 52, no. 1 (2020): 421–48. http://dx.doi.org/10.1146/annurev-fluid-010719-060228.

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Fluid–structure interaction is ubiquitous in nature and occurs at all biological scales. Immersed methods provide mathematical and computational frameworks for modeling fluid–structure systems. These methods, which typically use an Eulerian description of the fluid and a Lagrangian description of the structure, can treat thin immersed boundaries and volumetric bodies, and they can model structures that are flexible or rigid or that move with prescribed deformational kinematics. Immersed formulations do not require body-fitted discretizations and thereby avoid the frequent grid regeneration tha
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Strychalski, Wanda, and Robert D. Guy. "Viscoelastic Immersed Boundary Methods for Zero Reynolds Number Flow." Communications in Computational Physics 12, no. 2 (2012): 462–78. http://dx.doi.org/10.4208/cicp.050211.090811s.

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AbstractThe immersed boundary method has been extensively used to simulate the motion of elastic structures immersed in a viscous fluid. For some applications, such as modeling biological materials, capturing internal boundary viscosity is important. We present numerical methods for simulating Kelvin-Voigt and standard linear viscoelastic structures immersed in zero Reynolds number flow. We find that the explicit time immersed boundary update is unconditionally unstable above a critical boundary to fluid viscosity ratio for a Kelvin-Voigt material. We also show there is a severe time step rest
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Ju, Liehong, Peng Li, and Ji hau Yang. "EXPERIMENTAL RESEARCH ON COEFFICIENT OF WAVE TRANSMISSION THROUGH IMMERSED VERTICAL BARRIER OF OPEN-TYPE BREAKWATER." Coastal Engineering Proceedings 1, no. 32 (2011): 55. http://dx.doi.org/10.9753/icce.v32.structures.55.

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Extensive researches have been done for the interaction between open-type pile foundation structure and waves, including uplift force of wharf deck, horizontal force of structure and wave transmission behind breakwaters, among which wave transmission is mainly discussed in this paper. The wave transmission through a single immersed vertical barrier is analyzed by use of the physical model experiment; and an approximate formula to calculate the coefficient of wave transmission through a barrier is presented. Finally the wave damping effect of twin barriers is tested and analyzed.
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Cao, Shuai, Chun Hua Xu, Ya Bo Huang, et al. "Wetting Property of Cu-Doped ZnO with Micro-/Nano-Structures." Advanced Materials Research 960-961 (June 2014): 61–64. http://dx.doi.org/10.4028/www.scientific.net/amr.960-961.61.

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ZnO with different morphologies were formed on Zn foils immersed in various concentrations of CuSO4 solutions. Then the specimens were heated at temperature of 200~600°C in air for 3h. The morphologies of as-prepared specimens were characterized by a scanning electron microscope (SEM). Water wetting angles on the specimens were measured. The results indicate that the morphologies of ZnO on the Zn foils relate to the CuSO4 concentration of in solutions. The morphologies on the specimens with dual-scale (nanoand micro) structure have higher wetting angles than those with flat structure. The wate
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Koo, Weoncheol, Eun-Hong Min, SangHun Lee, Minju Maeng, and Sanghwan Heo. "EXPERIMENTAL AND NUMERICAL STUDY ON WAVE REDUCTION BY TWO PERMEABLE SUBMERGED BREAKWATERS." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 59. https://doi.org/10.9753/icce.v38.structures.59.

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This study presents an experimental and numerical study of incident wave reduction and transmission coefficients for impermeable and permeable double submerged breakwaters. The experiments were carried out by constructing an immersed breakwater using gravel in a physical wave tank. Numerical analyses were performed using a two-dimensional fully nonlinear numerical wave tank consisting of a fluid domain and a porous domain. The transmission coefficient of the incident wave was small for the permeable submerged breakwater, and the smallest for the Bragg reflection condition with the gap of the b
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Clark, Joseph A., Paul M. Honke, and J. Michael Ellis. "Holographic measurement of power flow in large immersed structures." Journal of the Acoustical Society of America 89, no. 4B (1991): 1977. http://dx.doi.org/10.1121/1.2029748.

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Boilevin-Kayl, Ludovic, Miguel A. Fernández, and Jean-Frédéric Gerbeau. "Numerical methods for immersed FSI with thin-walled structures." Computers & Fluids 179 (January 2019): 744–63. http://dx.doi.org/10.1016/j.compfluid.2018.05.024.

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Binder, G. "Research on protective coating systems for immersed steel structures." Materials and Corrosion 52, no. 4 (2001): 261–67. http://dx.doi.org/10.1002/1521-4176(200104)52:4<261::aid-maco261>3.0.co;2-3.

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Feng, Wenwen, Wenkang Yao, Lin Yuan, et al. "Effect of Pouring Techniques and Funnel Structures on Crucible Metallurgy: Physical and Numerical Simulations." Materials 17, no. 19 (2024): 4920. http://dx.doi.org/10.3390/ma17194920.

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In the planar flow casting process of amorphous strips, the flow behavior of molten metal and the inclusion content in the crucible are crucial to the morphology and magnetic properties of the material. This study conducts a comparative analysis of the effects of non-immersed and immersed funnels, as well as various funnel structures, on the fluid flow and inclusion removal efficiency in the crucible by integrating numerical and physical models. The findings reveal that for the same pouring flow rate, the diameter of the liquid column in non-immersed pouring conditions is smaller than that of
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Dissertations / Theses on the topic "Immersed structures"

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O'Connor, Joseph. "Fluid-structure interactions of wall-mounted flexible slender structures." Thesis, University of Manchester, 2018. https://www.research.manchester.ac.uk/portal/en/theses/fluidstructure-interactions-of-wallmounted-flexible-slender-structures(1dab2986-b78f-4ff9-9b2e-5d2181cfa009).html.

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The fluid-structure interactions of wall-mounted slender structures, such as cilia, filaments, flaps, and flags, play an important role in a broad range of physical processes: from the coherent waving motion of vegetation, to the passive flow control capability of hair-like surface coatings. While these systems are ubiquitous, their coupled nonlinear response exhibits a wide variety of behaviours that is yet to be fully understood, especially when multiple structures are considered. The purpose of this work is to investigate, via numerical simulation, the fluid-structure interactions of arrays
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Corti, Daniele Carlo. "Numerical methods for immersed fluid-structure interaction with enhanced interfacial mass conservation." Electronic Thesis or Diss., Sorbonne université, 2024. http://www.theses.fr/2024SORUS176.

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Cette thèse porte sur la modélisation, l'analyse numérique et à la simulation de problèmes d'interaction fluide-structure pour des structures minces immergées dans un fluide visqueux incompressible. La motivation sous-jacente de ce travail est la simulation des phénomènes d'interaction fluide-structure impliqués dans la simulation des valves cardiaques. Du point de vue méthodologique, un accent particulier est mis sur des méthodes avec maillage non conformes qui permettent de garantir la précision du résultat en minimisant le coût computationnel. Un aspect essentiel est de garantir la conserva
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Kara, Mustafa Can. "Fluid-structure interaction (FSI) of flow past elastically supported rigid structures." Diss., Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/51931.

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Fluid-structure interaction (FSI) is an important physical phenomenon in many applications and across various disciplines including aerospace, civil and bio-engineering. In civil engineering, applications include the design of wind turbines, pipelines, suspension bridges and offshore platforms. Ocean structures such as drilling risers, mooring lines, cables, undersea piping and tension-leg platforms can be subject to strong ocean currents, and such structures may suffer from Vortex-Induced Vibrations (VIV's), where vortex shedding of the flow interacts with the structural properties, leading t
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Leone, Giada <1995&gt. "The production of dative structures in Italian English-immersed late bilinguals: a comparative study on Language Attrition." Master's Degree Thesis, Università Ca' Foscari Venezia, 2022. http://hdl.handle.net/10579/22026.

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While studies have focused on the impact of a L1 on a L2, less is known about dominant language transfer in L1 productions. This study aims at investigating first language (L1) attrition in Italian English-immersed late bilinguals. These bilinguals have learnt an additional language in adulthood and have been living in this language environment for an extended period of time. More precisely, the population of this study consisted in a group of Italians (n = 42) who have been living abroad for at least 5 years (English-immersed Participants). Data was also collected from a group of Italian L1
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Pepona, Marianna. "Modèle de frontières immergées pour la simulation d'écoulements de fluide en interaction avec des structures poreuses." Thesis, Aix-Marseille, 2016. http://www.theses.fr/2016AIXM4349/document.

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Un large spectre d’applications en ingénierie est concerné par les écoulements de fluides en interaction avec des structures poreuses, allant de problèmes à petite échelle jusqu’à des problématiques de plus grande échelle. Ces structures poreuses, souvent à géométries complexes, peuvent se déplacer ou se déformer en réponse au forçage exercé par l’écoulement environnant.Le but de ce travail est de proposer un modèle numérique pour la simulation macroscopique d’écoulements de fluide interagissant avec des milieux poreux mobiles à géométries complexes, qui soit facile d’implémentation et pouvant
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Nasar, Abouzied. "Eulerian and Lagrangian smoothed particle hydrodynamics as models for the interaction of fluids and flexible structures in biomedical flows." Thesis, University of Manchester, 2016. https://www.research.manchester.ac.uk/portal/en/theses/eulerian-and-lagrangian-smoothed-particle-hydrodynamics-as-models-for-the-interaction-of-fluids-and-flexible-structures-in-biomedical-flows(507cd0db-0116-4258-81f2-8d242e8984fa).html.

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Fluid-structure interaction (FSI), occurrent in many areas of engineering and in the natural world, has been the subject of much research using a wide range of modelling strategies. However, problems with high levels of structural deformation are difficult to resolve and this is particularly the case for biomedical flows. A Lagrangian flow model coupled with a robust model for nonlinear structural mechanics seems a natural candidate since large distortion of the computational geometry is expected. Smoothed particle Hydrodynamics (SPH) has been widely applied for nonlinear interface modelling a
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Sidibé, Yaya Yannick. "Aide à la décision pour la détection et l’analyse des défauts de surface dans les structures immergées." Thesis, Le Havre, 2015. http://www.theses.fr/2015LEHA0006/document.

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Cette thèse concerne le développement de méthodes de détection et de diagnostic des défauts de surface dans les structures immergées. Les structures étudiées sont formées de plaques métalliques. Les méthodes proposées sont basées sur une analyse de mesures acoustiques ultrasonores issues d’échographie sous-marine. Cette analyse combine des outils usuels du traitement du signal et des méthodes de classification à base de réseaux de neurones gaussiens. Des variantes avec et sans modèle de référence sont proposées. Les techniques usuelles d’évaluation par contact montrent leurs limites pour le di
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Benyo, Krisztian. "Analyse mathématique de l’interaction d’un fluide non-visqueux avec des structures immergées." Thesis, Bordeaux, 2018. http://www.theses.fr/2018BORD0156/document.

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Cette thèse porte sur l’analyse mathématique de l’interaction d’un fluide non-visqueux avec des structures immergées. Plus précisément, elle est structurée autour de deux axes principaux. L’un d’eux est l’analyse asymptotique du mouvement d’une particule infinitésimale en milieu liquide. L’autre concerne l’interaction entre des vagues et une structure immergée. La première partie de la thèse repose sur l’analyse mathématique d’un système d’équations différentielles ordinaires non-linéaires d’ordre 2 modélisant le mouvement d’un solide infiniment petit dans un fluide incompressible en 2D. Les i
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Boilevin-Kayl, Ludovic. "Modeling and numerical simulation of implantable cardiovascular devices." Thesis, Sorbonne université, 2019. http://www.theses.fr/2019SORUS039.

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Cette thèse, réalisée dans le cadre du projet Mivana, est consacrée à la modélisation et à la simulation numérique de dispositifs cardiaques implantables. Ce projet est mené par les start-up Kephalios et Epygon, concepteurs de solutions chirurgicales non invasives pour le traitement de la régurgitation mitrale. La conception et la simulation de tels dispositifs nécessitent des méthodes numériques efficaces et précises capables de calculer correctement l’hémodynamique cardiaque. C’est le but principal de cette thèse. Dans la première partie, nous décrivons le système cardiovasculaire et les valve
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Yang, Liang. "An immersed computational framework for multiphase fluid-structure interaction." Thesis, Swansea University, 2015. https://cronfa.swan.ac.uk/Record/cronfa42413.

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The objective of this thesis is to further extend the application range of immersed computational approaches in the context of hydrodynamics and present a novel general framework for the simulation of fluid-structure interaction problems involving rigid bodies, flexible solids and multiphase flows. The proposed method aims to overcome shortcomings such as the restriction of having to deal with similar density ratios among different phases or the restriction to solve single-phase flows. The new framework will be capable of coping with large density ratios, multiphase flows and will be focussed
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Books on the topic "Immersed structures"

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Gustafson, Curt. Modified abrasive blast/chemical stabilizer admixtures for deleading immersed steel structures coated with lead-based paint. US Army Corps of Engineers, Construction Engineering Research Laboratories, 1997.

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Rainey, R. C. T. Breaking Wave Loads on Immersed Members of Offshore Structures. Stationery Office Books, 1991.

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Immersed Tunnels. CRC Press, 2013.

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Lunniss, Richard, and Jonathan Baber. Immersed Tunnels. Taylor & Francis Group, 2013.

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Lunniss, Richard. Immersed Tunnels. Taylor & Francis Group, 2013.

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Lunniss, Richard, and Jonathan Baber. Immersed Tunnels. Taylor & Francis Group, 2013.

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Lunniss, Richard, and Jonathan Baber. Immersed Tunnels. Taylor & Francis Group, 2017.

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Lunniss, Richard, and Jonathan Baber. Immersed Tunnels. Taylor & Francis Group, 2013.

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Lunniss, Richard, and Jonathan Baber. Immersed Tunnels. Taylor & Francis Group, 2013.

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Netter, Louis. Reportage Drawing. Bloomsbury Publishing Plc, 2023. http://dx.doi.org/10.5040/9781350253124.

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How does drawing shape the truth and our understanding of the visual world? Why has the act of reportage drawing persisted and thrived in our ever-changing media landscape? This book offers a deep dive into the world of reportage drawing, a world which is provocative, mixed media, transdisciplinary and immersed in the idiosyncratic vision of the artist. Where the traditional orientation of reportage was on the communicative function of the image as a record of an event, contemporary practitioners, largely detached from the commissioning structures of the 19th and 20th centuries, now seek to ca
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Book chapters on the topic "Immersed structures"

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Cui, Zhen-Dong, Zhong-Liang Zhang, Li Yuan, Zhi-Xiang Zhan, and Wan-Kai Zhang. "Design of Immersed Tube Structures." In Design of Underground Structures. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7732-7_13.

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Ji, Hai, Yonggang Lv, and Qingfei Huang. "Numerical Simulation Analysis of Mechanical Properties of Semi-rigid Immersed Tube Tunnel Joints." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4090-1_17.

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AbstractThe Hong Kong–Zhuhai–Macau Bridge immersed tube tunnel project is the only deep buried and large siltation immersed tube tunnel in the world. There is no similar case in the world. Its stress deformation characteristics are different from those of conventional shallow buried tunnels. According to the traditional design method of immersed tubes, there will be a series of problems. To address these issues, a semi rigid pipe joint scheme between rigid and flexible pipe joints has been proposed. By comparing the forces acting on the joints with traditional types of pipe joints, the mechani
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Xu, Guoping, Qingfei Huang, Shenyou Song, Hai Ji, Bin Deng, and Tian Song. "Research on Mechanical Properties of Steel Shell Concrete Immersed Tube Shear Connectors." In Advances in Frontier Research on Engineering Structures. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_27.

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AbstractStructural designs of shear connector in immersed tunnel is one of the most significant key technical problems in tunnel designing. According to investigations conducted in Shenzhong Link project, this paper combined numerical simulation methods and experimental verifications and to research effects of shear connector void, stress state, and opening holes on performances of steel–concrete connectors, and also discussed differences of shear slip curves under the influence of factors above, as well as impacts on bearing capacities and stiffnesses of connectors. Through numerical simulati
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Pistone, Elisabetta, Piervincenzo Rizzo, and Paul Werntges. "Bulk Waves for the Nondestructive Inspection of Immersed Structures." In Experimental and Applied Mechanics, Volume 6. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4614-0222-0_76.

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Huang, Dongqing, Yongfang Shen, Zhuo Cheng, and Zhaowei Wang. "Technology research and application of immersed tunnel underwater detection." In Advances in Frontier Research on Engineering Structures Volume 1. CRC Press, 2023. http://dx.doi.org/10.1201/9781003336631-101.

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Roy, Priyanka, Subhasish Das, Anupama Dey, and Rajib Das. "Analytical Study of Scour Mechanism Around Immersed Rectangular Vane Structures." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-4629-4_49.

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Li, Bangxu, and Yatong Chen. "Research on isometric model test of sand foundation of immersed tunnel." In Advances in Frontier Research on Engineering Structures Volume 1. CRC Press, 2023. http://dx.doi.org/10.1201/9781003336631-102.

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Boyd-Weetman, B., P. Thomas, P. DeSilva, and V. Sirivivatnanon. "Accelerated Mortar Bar Test to Assess the Effect of Alkali Concentration on the Alkali–Silica Reaction." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3330-3_24.

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AbstractWe report the outcomes of a study into the influence of alkali concentration on expansion induced by the alkali–silica reaction (ASR), a deleterious reaction that causes cracking and durability loss in concrete structures. We assessed the effect of alkali concentration on mortar bar expansion using a modified form of AS1141.60.1, the accelerated mortar bar test (AMBT). Mortar prisms were prepared with a reactive aggregate and immersed in alkali solutions of varying concentrations (from 0.4 to 1.0 M NaOH) and saturated limewater at 80 °C. Expansion was monitored for 28 days. The degree
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Zeroug, Smaine, and Leopold B. Felsen. "Non-Specular Reflection of Bounded Beams From Multilayer Fluid-Immersed Elastic Structures: Complex Ray Method Revisited." In Review of Progress in Quantitative Nondestructive Evaluation. Springer US, 1992. http://dx.doi.org/10.1007/978-1-4615-3344-3_16.

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Yücel, Hazel, Barış Erbaş, Nihal Ege, and Julius Kaplunov. "The Lowest Eigenfrequencies of an Immersed Thin Elastic Cylindrical Shell." In Advanced Structured Materials. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-43210-1_31.

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Conference papers on the topic "Immersed structures"

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Shimizu, Yoshiaki, and Iwao Matsushima. "Corrosion Protection System for Coastal Structures." In CORROSION 1986. NACE International, 1986. https://doi.org/10.5006/c1986-86220.

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Abstract A series of exposure test of steel pipe with various kinds of corrosion protection has been carried out to establish the optimum corrosion protection system for coastal structures. Steel coastal structures such as pier, dolphin and wharf sometimes suffer unexpected severe corrosion damage, especially, at the splash and at the immersed zone just below the surface of sea water. The localized corrosion rate of this area is as large as 1.0 mm/y. Keen attention has been directed to the localized corrosion of steel occurring just below the sea water surface in coastal structures because it
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Lin, Wei-Ming, and Kuei-Ching Chen. "Corrosion of Harbor Reinforced Concrete Structures in Taiwan." In CORROSION 1989. NACE International, 1989. https://doi.org/10.5006/c1989-89109.

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Abstract Concrete is one of the most durable materials and has been extensively used in marine environment. Wharves, harbor reinforced concrete structures, immersed and exposed in the aggressive marine environment, are easily deteriorated and corroded. Therefore, in the paper, wharves of five major commerical harbors around the island were surveyed in order to find the main factors of structures deterioration and to establish the feasible techniques of monitoring the corrosion of the concrete reinforcement. From the survey results shown, the main evidences of R.C. structures corrosive might be
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Chaudhary, Zia. "Cathodic Prevention of New Seawater Concrete Structures in Petrochemical Plants." In CORROSION 2002. NACE International, 2002. https://doi.org/10.5006/c2002-02260.

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Abstract Cathodic prevention systems are now widely recommended for new reinforced concrete structures that are to be exposed to chloride containing environments. However, there are very little published data or design guidelines for such systems. In two new petrochemical plants, reinforced concrete seawater structures were constructed with built in cathodic prevention systems to prevent corrosion of the steel reinforcement from day one. This paper describes the design, installation and commissioning of these CP systems. The anode system consisted of mixed metal oxide coated mesh anode ribbon
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Divi, Suresh, Adam Rowe, and Dan Efird. "Laboratory Study of Internal Corrosion and Cathodic Protection Concerns Related to Offshore Monopile Structures." In CONFERENCE 2023. AMPP, 2023. https://doi.org/10.5006/c2023-18894.

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Abstract Cathodic protection is one of the primary methods considered by designers and operators to protect internal surfaces within the immersed portion of offshore monopile foundations. There is an industry need to better understand the use of cathodic protection inside offshore monopile foundations. A laboratory study was conducted to explore several aspects related to internal corrosion and cathodic protection of offshore monopile steel structures. Electrochemical and immersion corrosion tests were performed on structural steel in ASTM D1141 simulated seawater and a variety of temperature,
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Tanabe, Tomohiro, Tsuyoshi Matsumoto, Masanori Nagai, and Hiroyuki Tanabe. "Super High Build Epoxy Resin Coating System for Offshore Steel Structures." In CORROSION 2007. NACE International, 2007. https://doi.org/10.5006/c2007-07010.

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Abstract Coal tar epoxy have been widely used to protect immersed maritime steel structures against corrosion conventionally. But the tar epoxy coating is restricted for use in the future due to environmental concerns. A new generation of super high build epoxy is expected to provide prolong life time and maintenance-free coatings. In this paper, super high build epoxy resin coating was evaluated with laboratory performance tests, such as impact resistance test, water vapor permeability test, cathodic disbondment test, thermal gradient test, salt spray test and seawater exposure corrosion test
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Troconis de Rincón, O., A. Sagüés, and A. Torres-Acosta. "Sacrificial Anodes for Reinforced Concrete Structures: a Review." In CORROSION 2017. NACE International, 2017. https://doi.org/10.5006/c2017-09078.

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Abstract In recent years the use of sacrificial anodes for cathodic protection in reinforced concrete structures has increased reflecting ease of installation, low maintenance requirements as well as desirability in prestressed concrete structures where the naturally controlled protection potential decreases the risk of hydrogen embrittlement. Zinc-based alloys have been among the most evaluated galvanic materials for concrete structures, especially in USA, in many applications: thermal spray, superficial metal/mesh with and without hydrogel adhesive, embedded in concrete (point anodes) with o
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Sipayung, Satria Masdoni, Alex Kurniawandy, and Muhammad Ikhsan. "Environment Effects of Refined Palm Oil (RPO) on Concrete Mixes." In Sriwijaya International Conference on Engineering and Technology 2023. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-e2x5rm.

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Nowadays the construction of palm oil industry mills is advancing rapidly and the next one is Refined Palm Oil (RPO). Refined Palm Oil (RPO) is one of the derivatives of palm oil processing. One option to use structures in the construction of palm oil mills is to use concrete. Plant parts that have concrete components often suffer damage, cracks and reduced concrete strength.This study is intended to examine the mechanical properties of concrete including compressive strength, flexural strength and porosity in concrete in the RPO environment, examining changes in the weight of coarse and fine
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Maldonado, L., and Safaa Alhassan. "Corrosion Resistance of Galvanized Bars in Concrete Structures Exposed in the Caribbean." In CORROSION 2004. NACE International, 2004. https://doi.org/10.5006/c2004-04316.

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Abstract The aim of this research is to assess the corrosion performance of galvanized reinforcing bars in concrete elements exposed to natural tropical marine environment in the Mexican Caribbean, using limestone aggregates and ordinary Portland cement (OPC). Reinforced prisms of concrete with water to cement (w/c) ratios of 0.4, 0.5, 0.6 and 0.7 were half-immersed in seawater at a seashore site in the Yucatan Peninsula (Sisal). Corrosion was monitored by corrosion potential and linear polarization resistance measurements. The chloride penetration in the concrete was also measured. Corrosion
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Gilroy, Douglas E. "Computer Modeling of a Sacrificial Anode Cathodic Protection Design for Marine Steel Pipe Piling." In CORROSION 2011. NACE International, 2011. https://doi.org/10.5006/c2011-11058.

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Abstract This article focuses on sacrificial anode cathodic protection design and analysis for near shore steel-fixed pipe type piling structures. The electrolyte resistivities along the immersed and buried portions of a marine pile can vary by several orders of magnitude. A single pile can be exposed to extreme resistivity differences. The higher resistivities in the mud zone make it less attractive to receive protection, especially with increasing depth below the mud line. Additionally, coating is typically not applied to most of the surface area below the mud line. The industry accepted des
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Gerstenkorn, Berenika Syrek –., Alison J. Davenport, and Shiladitya Paul. "Thermally Sprayed Coatings for Corrosion Protection of Offshore Structures Operating in Submerged and Splash Zone Conditions." In CORROSION 2019. NACE International, 2019. https://doi.org/10.5006/c2019-12808.

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Abstract Corrosion protection of structures operating in seawater is usually provided by cathodic protection (CP) by sacrificial anodes, often in conjunction with protective organic coatings. However, these methods have some limitations. Organic coatings, when used without CP, can provide protection to steel only when intact and anodes not only significantly increase the overall mass of the structure, but also have to be replaced periodically. An alternative corrosion mitigation method is the application of thermally sprayed metallic coatings, such as Al, Zn and ZnAl, which work as a barrier t
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Reports on the topic "Immersed structures"

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Guo, Yu-Tao, Jian-Sheng Fan, and Jian-Guo Nie. THE NEW TREND OF COMPARTMENT STEEL-CONCRETE-STEEL COMPOSITE STRUCTURES IN IMMERSED TUNNELS. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.100.

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Gustafson, Curt, and Vincent F. Hock. Modified Abrasive Blast/Chemical Stabilizer Admixtures for Deleading Immersed Steel Structures Coated With Lead-Based Paint. Defense Technical Information Center, 1997. http://dx.doi.org/10.21236/ada333765.

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Chen, Weile, Shenyou Song, Wenliang Jin, Yuqing Liu, and Yongxuan Li. LATERAL STATIC ANALYSIS ON STEEL-CONCRETE-STEEL COMPOSITE STRUCTURE IN IMMERSED TUNNEL OF SHENZHEN-ZHONGSHAN LINK. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.088.

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Rujiravanit, Ratana. Preparation and characterization of hydrogel from chitin derivative and silk fibroin. Thailand Research Fund, 2003. https://doi.org/10.58837/chula.res.2003.80.

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Natural polymer blend films composed of chitosan and silk fibroin were prepared by solution casting technique with various ratios of chitosan to silk fibroin, using glutaraldehyde as crosslinking agent. The effects of the ratio of chitosan to silk fibroin and crosslinking agent on mechanical properties, swelling behavior and drug releasing property of the blend films were studied. For the swelling behavior, the blend films exhibited a dramatic change in the degree of swelling when immersed in acidic solutions. The blend film with 80% chitosan content had the maximum degree of swelling. It appe
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EXPERIMENTAL INVESTIGATION ON THE STRUCTURAL BEHAVIOR OF CORRODED SELF-DRILLING SCREW CONNECTIONS IN COLD-FORMED STEEL STRUCTURES. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.229.

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"Cold-formed steel (CFS) self-drilling screw connections are popular in the construction industry due to rapid fastening and ease of installation. However, the corrosion damage of CFS structures can significantly reduce mechanical properties, affecting the safety and durability of such structures. Therefore, this research investigates the effect of corrosion on the behavior of CFS connections experimentally. This paper presents a total of 36 new experiments on different types of CFS self-drilling screws (12 and 14 gauge) and steel sheet thickness (2.5 mm). Half of the tests were for corroded s
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EXPERIMENTAL STUDY ON WELDING RESIDUAL STRESS OF TWO-WAY STIFFENED STEEL PLATES. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.531.

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The immersed tunnel of Shenzhen-Zhongshan Link Project adopts the steel shell-concrete (SSC) composite structure, in which the two-way stiffened steel plate is applied as the surface of steel shell. Since the steel plate stiffened in two-way, the residual stresses could be induced in the complicated welds at the intersections of plates and stiffeners. Therefore, residual stress experimental study on two full-scale specimen of the two-way stiffened steel plate, based on the steel shell details of ShenzhenZhongshan Link Project, was carried out to investigate the distribution of residual stresse
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You might also be interested in the extended bibliographies on the topic 'Immersed structures' for particular source types:
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