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Letteratura scientifica selezionata sul tema "Marine steel"

Autore: Grafiati

Pubblicato: 4 giugno 2021

Ultima modifica: 25 luglio 2025

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Articoli di riviste sul tema "Marine steel"

1

Xu, Yong, Yanliang Huang, Fanfan Cai, et al. "Evaluation of Hydrogen Permeation into High-Strength Steel during Corrosion in Different Marine Corrosion Zones." Applied Sciences 12, no. 6 (2022): 2785. http://dx.doi.org/10.3390/app12062785.

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Hydrogen permeation into high-strength steel during the corrosion process can deteriorate their mechanical properties, thus seriously threatening the safety of steel structures. However, the hydrogen permeation behavior of steels in corrosive marine environments is not well understood. In this study, the hydrogen permeation behavior and mechanism of AISI 4135 steel in different marine corrosion zones was investigated for the first time using an in situ hydrogen permeation monitoring system via outdoor and indoor tests. The three-month outdoor hydrogen permeation test showed that the diffusible

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2

Varsha Pathak, Ranganath MS, and R S Mishra. "Enhancing Wear Resistance of Marine Steel with Fe Based Amorphous Coating Via HVOF Spraying." International Journal of Maritime Engineering 1, no. 1 (2024): 427–36. http://dx.doi.org/10.5750/ijme.v1i1.1374.

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Mechanical friction in marine environments poses significant challenges, leading to resource depletion and energy consumption. Tribocorrosion, combining electrochemical corrosion and friction wear, jeopardizes metal components, necessitating robust protective measures. Despite minimal wear of marine equipment, even slight mass reductions can trigger catastrophic failures, resulting in substantial maintenance expenses. Steel structures in marine settings are vulnerable to corrosion from aggressive external and internal factors. ASTM AH36 steel, widely used in marine construction, faces wear cha

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3

Yang, Ying, Tianzi Lin, Guohui Wang, et al. "Corrosion Behaviors of Weathering Steels in the Actual Marine Atmospheric Zone and Immersion Zone." Metals 14, no. 8 (2024): 903. http://dx.doi.org/10.3390/met14080903.

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The corrosion behaviors of three bridge steels in a real tropical marine environment for 2 years were studied. One weathering steel (WS) was designed with higher levels of nickel, copper, and molybdenum compared to the other. These two kinds of WSs and one kind of ordinary high-strength low-alloy steel (Q345qe) were compared under two conditions (marine atmospheric zone and marine immersion zone at Sanya Marine Environmental Test Station). The morphology, corrosion rate, and corrosion product analysis of the steels were performed through SEM, XPS, FTIR and other characterization methods. The r

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4

Harding, J. E. "Steel in marine structures." Journal of Constructional Steel Research 9, no. 4 (1988): 311. http://dx.doi.org/10.1016/0143-974x(88)90066-1.

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5

Li, Zhuang, and Wei Lv. "Study of Rust Layer of TRIP Steels in Marine Environments." Materials Science Forum 921 (May 2018): 256–61. http://dx.doi.org/10.4028/www.scientific.net/msf.921.256.

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The rust layer plays an important role in the corrosion of TRIP steels in marine environments. In this paper, salt spray tests were conducted in laboratory for the specimens after two-stage heat treatment. The results have shown that the corrosion performance of steel B is higher than that of steel A. The corrosion products in rust layer were a complex mixture of α-FeOOH, γ-FeOOH, Fe3O4and γ-Fe2O3after the salt spray tests. The contents of α-FeOOH in rust layer are more than those of γ-FeOOH in steel B. Steel B exhibits compact rust layers. This is attributed to the fact that alloying elements

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6

Jeong, Youn-Ju, Jeong-Soo Kim, Min-Su Park, and Sung-Hoon Song. "HYDRODYNAMIC BEHAVIORS OF LARGE STEEL-CYLINDRICAL COFFERDAM SYSTEM FOR MARINE STRUCTURES CONSTRUCTION." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 26. http://dx.doi.org/10.9753/icce.v36.structures.26.

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Some cofferdam systems have been applied for marine structures construction of bridges, marine foundation, and etc. Recently, new cofferdam system using large steel-cylindrical members proposed to reduce marine working periods and to improve economic of marine working. In order to construct marine cofferdam system with large steel-cylindrical members, (step 1) some modules composing of a large steel-cylindrical cofferdam system fabricate with typical height in steel factory, and (step 2) move to the construction site onto the barge towing. Then, (step 3) large steel-cylindrical cofferdam syste

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7

Abid, Mahmoud, Mohamed Salem, Osama Terfas, and Mohamed Hamouda. "Microstructure Changes related Mechanical Properties of Welded HSLA Steel Plates." مجلة الجامعة الأسمرية: العلوم التطبيقية 7, no. 1 (2022): 32–22. http://dx.doi.org/10.59743/aujas.7.1.1.

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Strength and toughness of steel are the most desirable mechanical properties required in several engineering applications such as marine and oil industries. In this work, the influence of submerged arc welding (SAW) process on the evolution of microstructure and mechanical properties of locally produced low carbon steel plates that is used by Marine Industry and Maintenance Company (Misurata) as an alternative to the imported marine steel plates is investigated. Microstructure investigation, tensile tests, impact toughness, and hardness tests for both steels are conducted. Results show that mi

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8

Cui, Wen Fang, Chun Ming Liu, and Si Xun Zhang. "Mechanical Properties and Marine Corrosion Resistance of P-Bearing ULCB Steels." Materials Science Forum 654-656 (June 2010): 378–81. http://dx.doi.org/10.4028/www.scientific.net/msf.654-656.378.

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The research aims to evaluate the microstructure, mechanical properties and marine corrosion resistance of P-bearing ULCB steels. P produced stronger solution strengthening effect, but had less effect on the low temperature impact toughness of ULCB steel. With increasing P content to 0.09(mass)%, the immersion corrosion rate of ULCB steel in 3.5% NaCl obviously decreased in comparison with those steels without or with lower P content. This is attributed to that the complex effect of Cu and P promoted the formation of dense amorphous oxyhydroxide in the inner scale, which inhibited further corr

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9

Wang, Hao Xu, Zhuang Li, Yi Qin Cai, et al. "The Influence of Controlled Rolling and Cooling on Microstructure and Mechanical Properties of Marine Steel." Materials Science Forum 1003 (July 2020): 47–53. http://dx.doi.org/10.4028/www.scientific.net/msf.1003.47.

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A microstructure consisted of granular bainite, upper bainite, acicular ferrite, polygonal ferrite, and a little of pearlite was obtained by controlling rolling and cooling in marine steel. The grain size of the two steels was refined to 5-9 μm. The size of the MA island was about 3-6 μm. Both steels had higher tensile strength, yield strength, elongation and hardness, and the performance of steel B was better than that of steel A. Both steels exhibited large and deep dimples at -80 °C impact fracture. The longitudinal impact energy of the specimens was above 250J, and the steel B even exceede

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10

Machuca, Laura L., Stuart I. Bailey, and Rolf Gubner. "Microbial Corrosion Resistance of Stainless Steels for Marine Energy Installations." Advanced Materials Research 347-353 (October 2011): 3591–96. http://dx.doi.org/10.4028/www.scientific.net/amr.347-353.3591.

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A range of stainless steels has been investigated for resistance to microbiologically influenced corrosion in seawater. The corrosion potential was monitored for stainless steel coupons exposed to sterilized seawater and to microbiologically active seawater, which showed the effect of the growth of microorganisms. Cyclic potentiodynamic polarization scans confirmed that 13%Cr stainless steel is very susceptible to localized corrosion under these conditions. 316L stainless steel was also quite susceptible to localized corrosion, whereas 2205 duplex stainless displayed good resistance to localiz

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Più fonti

Tesi sul tema "Marine steel"

1

Gurusamy, K. "The marine durability of steel fibre reinforced concrete." Thesis, University of Aberdeen, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.234802.

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2

Cheung, Chin Wa Sunny. "Biofilms of marine sulphate-reducing bacteria on mild steel." Thesis, University of Portsmouth, 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.241657.

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3

Barrett, S. J. "Marine fouling processes upon stainless steel and elastomeric surfaces." Thesis, University of Surrey, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.233236.

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4

Paliwal, M. C. "Running-in and scuffing failure of marine gears." Thesis, Bucks New University, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.376640.

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5

Molloy, Brian T. "Steel fibre and rebar corrosion in concrete under marine curing." Thesis, University of Aberdeen, 1990. http://digitool.abdn.ac.uk/R?func=search-advanced-go&find_code1=WSN&request1=AAIU032222.

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Concern for durability of reinforced concrete structures has, in recent years, coincided with an increasing interest in the use of steel fibre reinforcement. In this investigation the corrosion behaviour of conventional and steel fibre reinforcement in concrete under long term marine curing have been studied. The corrosion behaviour of reinforcement has been assessed visually, and by using electrochemical techniques. Three types of steel fibre were investigated namely low carbon steel, stainless steel melt extract, and galvanised steel. Previous studies have shown that steel fibres exhibit goo

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6

Sheikh, Abdi Mohamed, and Yosef Gebresilassie. "Consequences of Magnetic Properties in Stainless Steel for a High-efficiency Wave Power Generator." Thesis, KTH, Hållbar utveckling, miljövetenskap och teknik, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-229479.

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A new kind of wave power generator is being developed at KTH Royal Institute of Technology which potentially can reach an efficiency of 98 %. However, this generator’s small air gap sets strict requirements on the stiffness of the structure to withstand the large magnetic forces. The structure, therefore, need to be both stiff and non-magnetic. To tackle that problem austenitic stainless steel will be used. Then again, austenitic stainless steel tends to become slightly magnetic because of impurities and mechanical stress. The purpose of this report is to study the magnetic properties of the a

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7

Sanchez, Andrea Nathalie. "Forecasting Corrosion of Steel in Concrete Introducing Chloride Threshold Dependence on Steel Potential." Scholar Commons, 2014. https://scholarcommons.usf.edu/etd/5303.

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Corrosion initiates in reinforced concrete structures exposed to marine environments when the chloride ion concentration at the surface of an embedded steel reinforcing bar exceeds the chloride corrosion threshold (CT) value. The value of CT is generally assumed to have a conservative fixed value ranging from 0.2% to - 0.5 % of chloride ions by weight of cement. However, extensive experimental investigations confirmed that CT is not a fixed value and that the value of CT depends on many variables. Among those, the potential of passive steel embedded in concrete is a key influential factor on t

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8

Boyd, Stephen William. "Strength and durability of steel to composite joints for marine application." Thesis, University of Southampton, 2006. https://eprints.soton.ac.uk/142615/.

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This thesis deals with the assessment of the strength and durability of steel to composite joints for composite superstructures on ships where reduced weight is a design driver. The purpose of the work is to understand the long-term performance characteristics of hybrid connections to allow for improvements to the design of hybrid structures. Two joints were investigated in the present research. The first was a full-scale connection suitable for application in superstructures of marine vehicles, specifically a helicopter hanger on a naval vessel. The second was a generic steel/composite connec

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9

Watkins, Peter Gareth. "The corrosion of mild steel in the presence of two isolates of marine sulphate reducing bacteria." Thesis, University of Portsmouth, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.340914.

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10

Kear, Gareth. "Electrochemical corrosion of marine alloys under flowing conditions." Thesis, University of Portsmouth, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.369433.

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Più fonti

Libri sul tema "Marine steel"

1

Heatley, C. J. Forged in steel: U.S. Marine Corps aviation. Howell Press, 1987.

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2

Khalil, Mohamed Ahmed. Inspection of cathodically protected marine steel structures. UMIST, 1998.

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3

Ritter, J. C. Properties of HY-100 steel for naval construction. Dept. of Defence, Materials Research Laboratory, 1988.

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4

Cheung, Chin Wa Sunny. Biofilms of marine sulphate-reducing bacteria on mild steel. University of Portsmouth, Division of Chemistry, 1995.

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5

Corrosion, European Federation of, and Knovel (Firm), eds. Marine corrosion of stainless steels. IOM Communications, 2001.

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6

International ECSC Offshore Conference on Steel in Marine Structures (3rd 1987 Delft, Netherlands). Steel in marine structures: Proceedings of the 3rd International ECSC Offshore Conference on Steel in Marine Structures (SIMS '87), Delft, The Netherlands, June 15-18, 1987. Elsevier, 1987.

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7

Gupta, A. Fatigue behaviour of offshore structures. Springer-Verlag, 1986.

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8

Thurman, John Ryland. We were in the first waves of steel amtracs who landed on Iwo Jima. AuthorHouse, 2009.

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9

D, Harrison J., Pisarski H. G, and Great Britain. Department of Energy., eds. Background to newguidance on structural steel and steel construction standards in offshore structures: Report for the Department of Energy. H.M.S.O., 1986.

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10

Great Britain. Dept. of Energy., ed. Background to new guidance on structural steel and steel construction standards in offshore structures: Report for the Department of Energy. H.M.S.O., 1986.

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Capitoli di libri sul tema "Marine steel"

1

Googan, Chris. "Fixed steel structures." In Marine Corrosion and Cathodic Protection. CRC Press, 2022. http://dx.doi.org/10.1201/9781003216070-13.

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2

Clauss, Günther, Eike Lehmann, and Carsten Östergaard. "Dimensioning of Marine Steel Structures." In Offshore Structures. Springer London, 1994. http://dx.doi.org/10.1007/978-1-4471-1998-2_4.

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3

Googan, Chris. "The marine corrosion of steel." In Marine Corrosion and Cathodic Protection. CRC Press, 2022. http://dx.doi.org/10.1201/9781003216070-1.

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4

Googan, Chris. "Protection potential – carbon steel." In Marine Corrosion and Cathodic Protection. CRC Press, 2022. http://dx.doi.org/10.1201/9781003216070-6.

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5

Harhash, Mohamed, Adele Carrado, and Heinz Palkowski. "Forming Limit Diagram of Steel/Polymer/Steel Sandwich Systems for the Automotive Industry." In Advanced Composites for Aerospace, Marine, and Land Applications. John Wiley & Sons, Inc., 2014. http://dx.doi.org/10.1002/9781118888414.ch20.

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6

Harhash, Mohamed, Adele Carrado, and Heinz Palkowski. "Forming Limit Diagram of Steel/Polymer/Steel Sandwich Systems for the Automotive Industry." In Advanced Composites for Aerospace, Marine, and Land Applications. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-48096-1_20.

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7

Fraga, I. A., M. R. Rita, A. B. C. G. Silva, et al. "FE-analysis of steel-lightweight concrete-steel sandwich composite beams for marine structures." In Innovations in the Analysis and Design of Marine Structures. CRC Press, 2025. https://doi.org/10.1201/9781003642411-5.

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8

Tsuchida, H., T. Yokoi, and M. Abe. "Corrosion Surveys of Steel Structures under Marine Environment." In Ocean Space Utilization ’85. Springer Japan, 1985. http://dx.doi.org/10.1007/978-4-431-68284-4_55.

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9

Ohtsuka, Toshiaki. "Corrosion Protection of Carbon Steel by Conducting Polypyrroles." In Corrosion and Protection of Marine Engineering Materials. CRC Press, 2023. http://dx.doi.org/10.1201/9781003376194-2.

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10

Su, Hang, Tao Pan, Feng Chai, and Caifu Yang. "Technical Requirements for the Development of Marine Steel in China." In HSLA Steels 2015, Microalloying 2015 & Offshore Engineering Steels 2015. John Wiley & Sons, Inc., 2015. http://dx.doi.org/10.1002/9781119223399.ch10.

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Atti di convegni sul tema "Marine steel"

1

Leng, Douglas L. "Cathodic Protection on Steel Reinforced Concrete Marine Structures." In CORROSION 2017. NACE International, 2017. https://doi.org/10.5006/c2017-09219.

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Abstract The corrosion of reinforcing steel in concrete is considered the major cause of deterioration on steel reinforced concrete structures located in marine environments. Millions of dollars are spent every year in repairing the damaged structures to assure their safe use. This deterioration is most evident on substructure components (foundations, footers, pilings, etc.) in southern climates, however can also be present on superstructure components (bridge decks, beams, pile caps, etc.) on the Pacific coast or in northern states where de-icing salts are used. The use of cathodic protection

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2

de Rincón, Oladis T., Nathalie Romero, Álvaro Rincón, Miguel Sánchez, and Leonardo Rodríguez. "Behavior of Galvanized Steel in Tropical Marine Environments." In CORROSION 2005. NACE International, 2005. https://doi.org/10.5006/c2005-05216.

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Abstract Most galvanized structures exposed to marine environments worldwide show evident signs of deterioration, particularly in tropical climates. This happens shortly after erection, especially with those exposed to erosive environments, given the high wind speeds in those areas. Rehabilitation has, therefore been, deemed necessary, with the best option being the use of coatings. To that effect, the results obtained from Red Iberoamericana PATINA (Anticorrosive Protection for Materials, Exposed to the Atmosphere) after 42 months,’ exposure to aggressive atmospheres, were used. These showed

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3

Luo, J. S., and H. H. Lee. "Influence of Marine Organisms upon Corrosion of Carbon Steel." In CORROSION 2001. NACE International, 2001. https://doi.org/10.5006/c2001-01460.

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Abstract To study the influence of marine organisms upon corrosion of ASTM A36 carbon steel, specimens were immersed in both natural and synthetic seawater. Electrochemical techniques such as linear polarization resistance and electrochemical impedance scan (EIS) were applied to evaluate corrosion of the steel. The results indicated that attachment of marine organisms to form fouling layers on the steel surface reduced general corrosion, but localized corrosion occurred underneath marine organisms. An equivalent circuit model was established to simulate attachment of marine organisms upon carb

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4

Ellor, James A. "Steel Corrosion Rates in a Marine Environment under Failing Coatings." In CORROSION 2018. NACE International, 2018. https://doi.org/10.5006/c2018-10989.

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Abstract Corrosion rates of coated steel structures is generally assumed to be negligible while coating systems are intact. However, recent testing and detailed inspection has found that corrosion of steel during the initial stages of coating deterioration can indeed be substantial—in fact corrosion rates can exceed that of boldly exposed steel. These findings are also a function of coating type. The following paper discusses how these factors might be accounted for in coating selection and in design assumptions concerning structure life and appropriate maintenance intervals.

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5

Ellor, James A., Patrick Cassidy, John Wegand, James R. Martin, Paul Slebodnick, and James Tagert. "Evaluating Corrosion under Protective Coatings for Steel in Marine Environments." In CORROSION 2017. NACE International, 2017. https://doi.org/10.5006/c2017-09005.

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Abstract Protective organic coatings are the primary form of corrosion control for steel structures exposed in a marine environment. For more than fifty years, evaluation of suitable coatings for various service environments has relied substantially on exposure of coated steel panels followed by visual evaluation. Exposure may include accelerated testing or natural environmental exposure in immersion or atmospheric conditions. Common visual inspection practices include semi-quantitative evaluation of rust-through, blistering, and scribe creep (i.e., cutback). Coatings performing well in these

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6

Agarwal, D. C. "Duplex Alloy 255 in Marine Applications." In CORROSION 1988. NACE International, 1988. https://doi.org/10.5006/c1988-88414.

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Abstract The issue of cost effective materials selection for safe and reliable performance is an important one to the marine industry. Numerous laboratory data and field service experience are available to users and designers of marine equipment This information includes data that covered materials as carbon steel on the low end of marine corrosion resistance, to data on the more resistant copper and copper base alloys, stainless steels, nickel base alloys, and up the ladder to the most resistant material such as titanium and alloys of Ni-Cr-Mo family. Due to its uniqueness of combined excelle

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7

Charles, J., J. P. Audouard, F. Dupoiron, J. M. Lardon, P. Soulignac, and D. Catelin. "Duplex Stainless Steels for Marine Applications." In CORROSION 1989. NACE International, 1989. https://doi.org/10.5006/c1989-89116.

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Abstract The paper presents the effects of alloying a 22 Cr - 5 Ni - 3 Mo - 0.12 N duplex stainless steel on the structural stability, mechanical properties and corrosion resistance properties. It is shown that the 25 Cr- 7 Ni - 3 Mo - 0,18 N super duplex stainless steels (with or without 1.5 copper) presents improved pitting, crevice and stress corrosion properties in acidified chloride containing solutions. The steels are immune to sea water corrosion. Laboratory and field tests are presented. No effects of cold forming, hot forming or cladding have been observed on the pitting resistance of

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8

Phull, B. S., R. M. Kain, and S. J. Pikul. "Long-Term Marine Atmospheric Corrosion Testing Experiences." In CORROSION 2007. NACE International, 2007. https://doi.org/10.5006/c2007-07237.

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Abstract The history and corrosivity of the marine atmospheric test site at Kure Beach, NC (USA) is briefly reviewed. At the close of 2005, long-term exposure of specimens in the "Museum Area" was concluded. Examples of long-term marine atmospheric exposures and results are described for: (a) steel specimens thermal-sprayed with Al and Zn (exposed in 1952), (b) "Statue of Liberty” galvanic couple specimens (exposed in 1984), and (c) stainless steels and other materials (exposed in 1940 and 1941).

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Vasanth, Kunigahalli L., and Denise M. Aylor. "Characterization of Selected Nano-Coatings on Steel in the Marine Environment." In CORROSION 2002. NACE International, 2002. https://doi.org/10.5006/c2002-02142.

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Abstract Selected nanostructure coatings on steel have been characterized in ASTM seawater using polarization resistance measurement and Electrochemical Impedance Spectroscopy (EIS) techniques. Samples of nanocoatings were also tested by exposing them to an accelerated corrosion cabinet test and to the natural marine environment. Results of laboratory testing and exposure to the natural marine environment are correlated along with supporting evidence of metallographs.

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Bohlman, Michael T. "Aluminum and Modified 409 Stainless Steel Corrorion Problems in Marine Freight Containers." In CORROSION 1988. NACE International, 1988. https://doi.org/10.5006/c1988-88297.

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Abstract When Marine freight containers were first introduced some 30 years ago they were extensions of then current road transport technology. Involved individuals quickly learned that materials of construction that worked well in a land based environment were far from ideal in a marine, salt laden environment. Corrosion was a major problem. Expert metallurgical advice tempered by real world experience led to the gradual evolution of the current, highly corrosion resistant but not yet perfect aluminum and stainless steel design. Some of the problems that have recently surfaced with aluminum a

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Rapporti di organizzazioni sul tema "Marine steel"

1

Leis, Brian, Xian-Kui Zhu, and Tom McGaughy. PR185-173611-R01 Applicability of Existing Metal-Loss Criteria to Low-Hardening Steels. Pipeline Research Council International, Inc. (PRCI), 2020. http://dx.doi.org/10.55274/r0011652.

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This two-year project has evaluated the applicability of B31G and Modified B31G corrosion assessment criteria for applications to low-hardening pipe steels, whereas these criteria were originally developed and calibrated for high-hardening steels common in lower strength grades and in older steel production. This project builds upon work completed in EC-2-6 and EC-2-7 by trending changes in pipe properties over time, and by quantifying the role of the flow response, including the influence of strain hardening on failure response and predicted failure pressure for metal loss defects in pipeline

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2

Ware, A. G. Estimates of margins in ASME Code strength values for stainless steel nuclear piping. Office of Scientific and Technical Information (OSTI), 1995. http://dx.doi.org/10.2172/123177.

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3

Murphy, Ryan D., David J. Saiz, Alvaro Augusto Cruz-Cabrera, Phil R. Aragon, Mark A. Rodriguez, and David P. Adams. Laser Marking and Composition Analysis of 13-8 Steel and Nitronics 60 Surfaces. Office of Scientific and Technical Information (OSTI), 2015. http://dx.doi.org/10.2172/1504108.

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4

K.R. Arpin and T.F. Trimble. Test to Determine Margin-to-Failure for Hy-100 Steel with Undermatched Welds. Office of Scientific and Technical Information (OSTI), 2003. http://dx.doi.org/10.2172/815198.

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Lane, L. S. Bedrock geology, Mount Raymond, Yukon, NTS 116-I/8. Natural Resources Canada/CMSS/Information Management, 2022. http://dx.doi.org/10.4095/329963.

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Abstract (sommario):

The Mount Raymond map area incorporates the western limb of the Richardson anticlinorium, southern Richardson Mountains, northern Yukon. It is underlain by four Paleozoic sedimentary successions: middle Cambrian Slats Creek Formation, Cambrian to Early Devonian Road River Group, Devonian Canol Formation, and Late Devonian to Carboniferous Imperial and Tuttle formations. The Richardson trough depositional setting of the first three successions is succeeded by a deep-marine, turbiditic, Ellesmerian, orogenic foredeep setting for the Imperial-Tuttle succession. Several major thrust faults and rel

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Hernández, Juan, and Daniel Wills. Fighting for the Best, Losing with the Rest: The Perils of Competition in Entrepreneurial Finance. Inter-American Development Bank, 2024. http://dx.doi.org/10.18235/0005506.

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Abstract (sommario):

Financiers in early-stage entrepreneurial finance are known for their “spray-and-pray” approach, where they fund multiple start-ups expecting profits on a few to compensate losses on a lot of failed ones. We develop a theoretical framework in which financiers compete to fund entrepreneurs in an environment featuring risk, adverse selection, and limited liability. Financiers use steep payoff schedules to screen entrepreneurs, but limited liability implies they can only do so by giving more to all entrepreneurs. In equilibrium, competition for the best entrepreneurs forces intermediaries to offe

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Worsfold, Mark. An analysis of the impact of Ocean Gliders on the AMM15 model. Met Office, 2023. http://dx.doi.org/10.62998/dwza4679.

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Abstract (sommario):

The Atlantic Margin Model (AMM15) is one of the ocean models used by the Met Office, predicting ocean circulation in the North Atlantic approaches and shelf seas around the UK at a resolution of 1.5km. Model analyses and forecasts are used in a wide range of applications including search and rescue, oil spill response and providing sea-surface temperature boundary conditions for Met Office numerical weather prediction. The majority of observations used to constrain the AMM15 model are surface measurements collected by satellites. In situ and sub-surface observations of shelf seas around the UK

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Thomas, M. D. Magnetic and gravity models, northern half of the Taltson Magmatic Zone, Rae Craton, Northwest Territories: insights into upper crustal structure. Natural Resources Canada/CMSS/Information Management, 2022. http://dx.doi.org/10.4095/328244.

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Abstract (sommario):

A prominent magnetic low along an eastern portion of the Paleoproterozoic Taltson magmatic zone (TMZ) correlates mainly with the youngest granitoid in the zone, the peraluminous ca. 1936 Ma Konth granite. Flanking belts of higher magnetic intensity coincide mainly with slightly older Taltson plutonic rocks (e.g. ca. 1986 Ma Deskenatlata granodiorite, ca. 1955 Ma Slave granite) to the west and Neoarchean and/or Paleoproterozic gneisses of the Rae Craton to the east. A prominent gravity low along a portion of the northeastern margin of the TMZ correlates mainly with the Konth granite. Modelling

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DiDomizio, Matthew, and Jonathan Butta. Measurement of Heat Transfer and Fire Damage Patterns on Walls for Fire Model Validation. UL Research Institutes, 2024. http://dx.doi.org/10.54206/102376/hnkr9109.

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Abstract (sommario):

Fire models are presently employed by fire investigators to make predictions of fire dynamics within structures. Predictions include the evolution of gas temperatures and velocities, smoke movement, fire growth and spread, and thermal exposures to surrounding objects, such as walls. Heat flux varies spatially over exposed walls based on the complex thermal interactions within the fire environment, and is the driving factor for thermally induced fire damage. A fire model predicts the temperature and heat transfer through walls based on field predictions, such as radiative and convective heat fl

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Rich, Megan, Charles Beightol, Christy Visaggi, Justin Tweet, and Vincent Santucci. Vicksburg National Military Park: Paleontological resource inventory (sensitive version). National Park Service, 2023. http://dx.doi.org/10.36967/2297321.

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Abstract (sommario):

Vicksburg National Military Park (VICK) was established for its historical significance as a one of the principle military sieges resulting in a turning point during the American Civil War. The steep terrain around the city of Vicksburg was integral in the military siege, providing high vantage points and a substrate that was easy to entrench for the armies, but unknown to many is the fossil content, particularly a diversity of fossil mollusks. These fossils at VICK are important paleontological resources which have yet to receive focused attention from park staff, visitors, and researchers. T

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