Relevant bibliographies by topics / Sheet-steel

Academic literature on the topic 'Sheet-steel'

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Published: 4 June 2021
Last updated: 28 July 2024

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Journal articles on the topic "Sheet-steel"

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NOMURA, Hiromasa. "Beautiful Steel Sheet "Pre-coated Steel Sheet"." Journal of the Society of Mechanical Engineers 113, no. 1102 (2010): 724–25. http://dx.doi.org/10.1299/jsmemag.113.1102_724.

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OKA, Joji. "Laminated steel sheet." Journal of the Surface Finishing Society of Japan 40, no. 11 (1989): 1207–11. http://dx.doi.org/10.4139/sfj.40.1207.

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FUKUMOTO, Hiromitsu. "Prepainted Steel Sheet." Journal of the Surface Finishing Society of Japan 43, no. 10 (1992): 913–20. http://dx.doi.org/10.4139/sfj.43.913.

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SHIBUYA, Atsuyoshi. "Alloy Electroplated Steel Sheet." Journal of the Surface Finishing Society of Japan 46, no. 1 (1995): 24–27. http://dx.doi.org/10.4139/sfj.46.24.

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TAKECHI, Hiroshi, and Osamu MATSUMURA. "Cold rolled steel sheet." Journal of Japan Institute of Light Metals 37, no. 8 (1987): 563–72. http://dx.doi.org/10.2464/jilm.37.563.

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OKA, Joji. "Prepainted Stainless Steel Sheet." CORROSION ENGINEERING 35, no. 11 (1986): 665–66. http://dx.doi.org/10.3323/jcorr1974.35.11_665.

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SHIBUYA, Atsuyoshi. "Pre-coated Steel Sheet." Hyomen Kagaku 22, no. 2 (2001): 85. http://dx.doi.org/10.1380/jsssj.22.85.

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HIROSE, JUICHI. "Fluoric Fiber Sheet and Stainless Steel Fiber Sheet." Sen'i Gakkaishi 48, no. 5 (1992): P217—P219. http://dx.doi.org/10.2115/fiber.48.5_p217.

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Zhang, Min, Chang Jun Chen, and Qing Ming Chang. "Study on the Interface Bonding Mechanism of Steel Sheet/Aluminum Foam/ Steel Sheet Sandwiches." Advanced Materials Research 532-533 (June 2012): 78–81. http://dx.doi.org/10.4028/www.scientific.net/amr.532-533.78.

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Steel sheet/aluminum foam/steel sheet sandwich structure have higher stiffness than aluminum sheet/aluminum foam/aluminum sheet sandwich. So in this study the aim is to manufacture steel/Al-foam core/steel sandwich panels by rolling of two steel-face sheet and Al-Si powders. The deformation of the rolled-piece, powder grains and the joining deformation of the composite interface are discussed and analyzed in this paper. SEM and EDS of the compound interface are investigated. It was concluded that a metallurgy bonding interface was formed by diffusion reaction and a brittle compound generated.
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Feng, Guang Hong, Hong Liang Zhang, Pei Zhang, Xu Chang Zhou, and Yong Zhao. "Properties Uniformity Analysis of Cold Formed Steel Sheet Piling." Applied Mechanics and Materials 174-177 (May 2012): 102–8. http://dx.doi.org/10.4028/www.scientific.net/amm.174-177.102.

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Through analyzing the molding process characteristics of cold-formed steel sheet piling, mechanical testing and metallographic analysis was made on the curved position of the U-shaped cold-formed steel sheet piling , the following conclusions was drawn: Cold formed steel sheet pile was subjected to the complex cross-section cold roll forming process, resulting in the uneven performance of a steel sheet piling along the horizontal. For the open cold formed steel of asymmetric steel sheet piling and complex cross section, a simple test at flat panel location is difficult to represent the overall performance of cold-formed steel, therefore it is necessary to make a comprehensive performance test on locking. A test method to check the locking occlusion performance on the cold bending steel plate is put forward. The experimental tensile strength of the Q235 level of ordinary carbon steel production of cold-formed steel sheet piling locking bite is 66MPa.
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Dissertations / Theses on the topic "Sheet-steel"

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Shannon, Geoff. "Laser welding of sheet steel." Thesis, University of Liverpool, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.240883.

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Boyle, Kevin Patrick. "Cold work embrittlement of interstitial-free sheet steel /." *McMaster only, 2001.

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Ahmadi, Moghadam Parham. "Steel Sheet Applications and Integrated Heat Management." Thesis, Högskolan Dalarna, Energiteknik, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:du-21446.

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Increasing energy use has caused many environmental problems including global warming. Energy use is growing rapidly in developing countries and surprisingly a remarkable portion of it is associated with consumed energy to keep the temperature comfortable inside the buildings. Therefore, identifying renewable technologies for cooling and heating is essential. This study introduced applications of steel sheets integrated into the buildings to save energy based on existing technologies. In addition, the proposed application was found to have a considerable chance of market success. Also, satisfying energy needs for space heating and cooling in a single room by using one of the selected applications in different Köppen climate classes was investigated to estimate which climates have a proper potential for benefiting from the application. This study included three independent parts and the results related to each part have been used in the next part. The first part recognizes six different technologies through literature review including Cool Roof, Solar Chimney, Steel Cladding of Building, Night Radiative Cooling, Elastomer Metal Absorber, and Solar Distillation. The second part evaluated the application of different technologies by gathering the experts’ ideas via performing a Delphi method. The results showed that the Solar Chimney has a proper chance for the market. The third part simulated both a solar chimney and a solar chimney with evaporation which were connected to a single well insulated room with a considerable thermal mass. The combination was simulated as a system to estimate the possibility of satisfying cooling needs and heating needs in different climate classes. A Trombe-wall was selected as a sample design for the Solar Chimney and was simulated in different climates. The results implied that the solar chimney had the capability of reducing the cooling needs more than 25% in all of the studied locations and 100% in some locations with dry or temperate climate such as Mashhad, Madrid, and Istanbul. It was also observed that the heating needs were satisfied more than 50% in all of the studied locations, even for the continental climate such as Stockholm and 100% in most locations with a dry climate. Therefore, the Solar Chimney reduces energy use, saves environment resources, and it is a cost effective application. Furthermore, it saves the equipment costs in many locations. All the results mentioned above make the solar chimney a very practical and attractive tool for a wide range of climates.
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Yu, Guowang. "Cold-formed Steel Framed Shear Wall Sheathed with Corrugated Sheet Steel." Thesis, University of North Texas, 2013. https://digital.library.unt.edu/ark:/67531/metadc271921/.

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Incombustibility is one important advantage of the sheet steel sheathed shear wall over wood panel sheathed shear wall. Compared to shear wall sheathed with plywood and OSB panel, shear wall sheathed with flat sheet steel behaved lower shear strength. Although shear wall sheathed with corrugated sheet steel exhibited high nominal strength and high stiffness, the shear wall usually behaved lower ductility resulting from brittle failure at the connection between the sheathing to frames. This research is aimed at developing modifications on the corrugated sheathing to improve the ductility of the shear wall as well as derive practical response modification factor by establishing correct relationship between ductility factor ? and response modification factor R. Totally 21 monotonic and cyclic full-scale shear wall tests were conducted during the winter break in 2012 by the author in NUCONSTEEL Materials Testing Laboratory in the University of North Texas. The research investigated nineteen 8 ft. × 4 ft. shear walls with 68 mil frames and 27 mil corrugation sheet steel in 11 configurations and two more shear walls sheathed with 6/17-in.OSB and 15/32-in. plywood respectively for comparison. The shear walls, which were in some special cutting arrangement patterns, performed better under lateral load conditions according to the behavior of ductility and shear strength and could be used as lateral system in construction.
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Yan, Shu, and 閆澍. "Bolted and screwed connections of thin sheet steels at elevated temperatures." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2012. http://hub.hku.hk/bib/B47752828.

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The structural behaviour of single shear bolted connections, double shear bolted connections and single shear screwed connections of thin sheet steels at elevated temperatures has been investigated in this study. The current design rules on bolted and screwed connections of thin sheet steels for cold-formed steel structures are applicable for ambient temperature condition only. These design rules may not be applicable for elevated temperature conditions. Therefore, design guidelines should be prepared for bolted and screwed connections of cold-formed steel structures at elevated temperatures. A total of 30 tensile coupon tests were conducted to investigate the material deterioration of the thin sheet steels at elevated temperatures, and also to determine the critical temperatures for connection tests. A total of 510 tests on single shear bolted connections, double shear bolted connections and single shear screwed connections of thin sheet steels at elevated temperatures was performed in the temperature ranged from 22 to 900?C using both steady state and transient state test methods. The test results were compared with the predicted values calculated from the North American, Australian/New Zealand and European specifications for coldformed steel structures. In calculating the nominal strengths of the connections, the reduced material properties of the thin sheet steels were used due to the deterioration of material at elevated temperatures. It is shown that the design strengths predicted by these specifications are generally conservative at elevated temperatures. Finite element models for single shear bolted connections, double shear bolted connections and single shear screwed connections were developed and verified against the experimental results. Explicit dynamic analysis technique was used in the numerical analyses. Extensive parametric studies that included 490 finite element specimens were carried out using the verified finite element models to evaluate the bearing strengths of bolted connections as well as the tilting and bearing strengths of screwed connections of thin sheet steels at elevated temperatures. Design equations for bearing strengths of bolted connections as well as design equations for tilting and bearing strengths of screwed connections were proposed based on both the experimental and the numerical results in the temperature ranged from 22 to 900?C. The bearing strengths of bolted connections as well as the tilting and bearing strengths of screwed connections obtained from the test specimens and the finite element analyses were compared with the predicted strengths calculated using the proposed design equations and also compared with the design strengths calculated using the current North American, Australian/New Zealand and European specifications with consideration of the reduced material properties at elevated temperatures. It is shown that the proposed design equations are generally more accurate and reliable in predicting the bearing strengths of bolted connections as well as the tilting and bearing strengths of screwed connections of thin sheet steels at elevated temperatures than the current design rules. The reliability of the current and proposed design rules was evaluated using reliability analysis. The proposed design equations are suitable for bolted and screwed connections assembled using thin sheet steels of thickness ranged from 0.35 to 3.20mm.
published_or_final_version
Civil Engineering
Doctoral
Doctor of Philosophy
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Shobaki, I. E. H. "The behaviour of profiled steel sheet/concrete slabs." Thesis, University of Salford, 2000. http://usir.salford.ac.uk/2056/.

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The work presented in this thesis is concerned with the effect of shear-bond on the behaviour of profiled steel sheet/concrete composite slabs. A review of the previous work carried out to investigate the influence of shear bond in composite construction and the factors which may affect shear bond resistance is presented and discussed. Also, the different empirical shear-bond equations proposed and design methods for composite slabs are reviewed. A description of push-off and pull-out tests follows and several examples of concrete/profiled steel sheeting units were tested and the results discussed. These small scale tests provided information on the load/slip relationship which was used in the subsequent modelling of the full-scale composite slabs. Fullscale composite slab tests are then considered together with a discussion of results. These are analysed using the regression approach of British Standards and the Eurocode 4. Comparison is made with the design values using the partial interaction method. The comparison indicates that both design methods are valid with the regression approach being slightly more conservative. Finite element methods and their advantages are reviewed and the ANSYS software is introduced together with it's proprietary elements, material models and contact elements. This is followed by a description of three-dimensional finite element modelling of composite slabs (small and full scale). The load versus deflection, and load versus slip provide a comparison between the numerical analysis and test results. The finite element analysis of the composite slabs was successful. The failure load of each slab was modelled satisfactorily using the contact stiffness from the small-scale tests modified by a small percentage (less than 10%). A close correlation between the experimental and finite element analysis predictions for the load/slip and load/deflection behaviour was also obtained. Three-dimensional finite element modelling of embossments with different parameters for the steel sheet and concrete was carried out and conclusions drawn. The general conclusions of the work follows together with recommendations for future research.
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Billur, Eren. "Warm Hydroforming Characteristics of Stainless Steel Sheet Metals." VCU Scholars Compass, 2008. http://scholarscompass.vcu.edu/etd/1665.

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For numerical modeling and predictive analysis of warm hydroforming, better understanding of material properties (i.e. Flow curves) is required at elevated temperatures and high strains. Hydraulic bulge testing is a suitable method to obtain this information. However, analysis of the test data is not standardized as there are numerous approaches developed and adopted throughout the years. In this study, first, different approaches for hydraulic bulge analysis were compared with stepwise experiments to determine the best combination of approaches in obtaining accurate flow curves at different temperatures and strain rates. Then, three different grades of stainless steels (AISI 201, 301 and 304) were tested at various hydroforming conditions to determine the effect of pressure, temperature and strain rate on formability (i.e. cavity filling and thinning). These experimental findings were then used to be compared with predicted values from FEA. Results showed that material model works accurately in predicting the formability of materials in warm hydroforming.
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Quadir, Md Zakaria. "A microstructural study of warm rolled interstitial free steel." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B31244683.

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Porrino, Alessandre. "Statistical analysis of deterministic textures in steel sheet production." Thesis, Brunel University, 2004. http://bura.brunel.ac.uk/handle/2438/4980.

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Textured surfaces are universally adopted in the steel sheet production industry, and manufacturers are continuously improving the quality of the finished products through intense research in the surface characterisation field. Deterministic Surfaces are textured with specifically designed rolls in order to present a certain degree of regularity, which allows better control over the functional behaviour of the metal sheets. The regularity of the texture impressed on the steel sheets also allows unconventional approaches to surface characterisation and to the assessment of the texture's structure. Statistical analysis is the most effective way to target the isolation of the deterministic part of the surface, which represents the desired product, from the stochastic part, called ‘noise’ and associated with the inaccuracies of production and measurement. This work addresses the problem of characterisation of deterministic textures through statistical analysis, proposing innovative filtering techniques aimed at the realisation of an On-line Process Control System. Firstly the techniques proposed are theoretically formulated and studied, addressing in particular the physical meaning of the geometrical parameters extracted through statistical analysis of highly correlated portions of the textures. A method for isolating the deterministic textures present on a surface, called the Statistical Surface Filter, is presented and discussed in detail, and tested on existing laboratory samples. Secondly the filter is applied to preliminary measurements acquired by an innovative on-line measurement system currently under development, and evidence is shown that the technique is effective in separating the information regarding the regular patterns from the stochastic noise. The possible applications to on-line Statistical Process Control are discussed. Thirdly, the Statistical Surface Filter is tested on a set of measurements representing texturing rolls and textured sheets with different characteristics; statistical analysis of the surface parameters extracted from the filtered surfaces show that the technique allows the assessment of the different contributions of the various stages of the texturing process to the final product. Finally, a software package is implemented for the practical application of the filtering techniques and the parameters extraction; the algorithms that perform the statistical filtering are described and discussed, concluding with the operations of optimisation and fine-tuning for production-line implementation.
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Hardin, Kenneth O. "Finite element analysis of cellular steel sheet pile cofferdams." Diss., Virginia Tech, 1990. http://hdl.handle.net/10919/39758.

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A cellular cofferdam represents a challenging soil-structure interaction problem. The cellular system consists of a combination of a flexible structure formed from interlocking sheet piles that is filled with soil. In the past, the cellular cofferdam has been viewed as a temporary structure, and the design procedures have been based on empirical concepts. Basic to these approaches are assumptions of soil and structural behavior that have, at best, only a rough accounting for soil-structure interaction. In the last decade, work on cofferdams has improved our understanding of the behavior of these systems. Documentation of performance has increased, and in a few cases major instrumentation efforts have been undertaken. Concurrently, finite element methods have been introduced for the analysis of cofferdams. Where the finite element models have been properly calibrated by field performance, they have reasonably predicted the principal aspects of cofferdam behavior. Results of the finite element models have also served to help explain some aspects of the soil-structure interaction process in the cofferdam system. Two finite element programs are used in this research, AXISHL and GPS. The first of these is an axisymmetric analysis tool which is applicable to the case of filling of a main cell. The second program provides a simplified means of analyzing the main/arc cell and common wall system. Both programs are used in a series of parameter studies with the objective to provide information that will allow improvement of the state-of-the-art of design for cofferdams. An analytical solution is proposed which allows an insight to be developed as to how the clamping effect at the dredge line affects the behavior of the system. A simplified calculation procedure which has some of the characteristics of the finite element analysis is developed to supplement the need for a finite element analysis.
Ph. D.
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Books on the topic "Sheet-steel"

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Gérard, Béranger, Henry Guy 1906-, and Sanz Germain, eds. The book of steel. Andover, UK: Intercept, 1996.

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V, Radi͡u︡kevich L., ed. Intensifikat͡s︡ii͡a︡ proizvodstva listovoĭ stali na shirokopolosnykh stanakh. Moskva: "Metallurgii͡a︡", 1991.

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V, Lipukhin I͡U. Proizvodstvo ėffektivnykh vidov ot͡sinkovannoĭ listovoĭ stali. Moskva: "Metallurgii͡a", 1987.

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American Welding Society. Structural Welding Committee. and American National Standards Institute, eds. Structural welding code--sheet steel. Miami, Fla: American Welding Society, 1989.

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American Welding Society. Structural Welding Committee. and American National Standards Institute, eds. Structural welding code--sheet steel. Miami, Fla: American Welding Society, 1989.

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International, Conference on Zinc and Zinc Alloy Coated Steel Sheet (1989 Tokyo Japan). Proceedings: International Conference on Zinc and Zinc Alloy Coated Steel Sheet : galvatech ʼ89 : September 5-7, 1989 Keidanren Kaikan Tokyo Japan. Tokyo, Japan: Iron and Steel Institute of Japan, 1989.

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Elsen, Patrick. Bake-Hardening-Effekt bei Feinblechen. Düsseldorf: VDI Verlag, 1993.

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Engineers, Society of Automotive. Innovations in steel sheet products & processing & steel bar products. Warrendale, PA: SAE International, 2006.

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R, Pradhan, Ludkovsky G, Metallurgical Society (U.S.). Ferrous Metallurgy Committee., and Metallurgical Society (U.S.). Fall Meeting, eds. Hot- & cold-rolled sheet steels: Proceedings of a symposium sponsored by the Ferrous Metallurgy Committee of the Metallurgical Society, and held at the TMS Fall Meeting in Cincinnati, Ohio, October 12-13, 1987. Warrendale, Pa: The Society, 1988.

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G, Ludkovsky, Pradhan R, Metallurgical Society of AIME. Ferrous Metallurgy Committee, Metallurgical Society of AIME, and TMS Fall Meeting. (1987 : Cincinnati, Ohio), eds. Hot- & cold-rolled sheet steels: Proceedings of a symposium sponsored by the Ferrous Metallurgy Committee of The Metallurgical Society, and held at the TMS Fall Meeting in Cincinnati, Ohio, October 12-13, 1987. Warrendale, PA: Metallurgical Society, 1988.

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Book chapters on the topic "Sheet-steel"

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Schulz, Joachim. "Stainless Steel Sheet Forming Lubricants." In Encyclopedia of Lubricants and Lubrication, 1956–71. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-22647-2_141.

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Fohl, François, and Oliver Hechler. "Reuse of Steel Sheet Piles—Best Practice." In Creating a Roadmap Towards Circularity in the Built Environment, 25–35. Cham: Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-45980-1_3.

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AbstractSteel sheet piles are used for retaining walls. Due to their modularity, they can be easily installed and extracted after their service life. After their first use, they can be either directly recycled or reused several times and then recycled. The reuse of steel sheet piles allows to avoid new production and thus CO2-emissions for their production, reducing the environmental impacts per use. In temporary works, like construction pits, the reuse of sheet piles is common practice. Also, for certain permanent projects, there is no disadvantage in using second-hand sheet piles. This paper shows, on the basis of two case studies the best practice for reuse of sheet piles. The environmental impacts for a temporary project in Germany are discussed based on a Life Cycle Assessment for the sheet piling tonnage. Over the life cycle of the steel, 1,535 t of CO2-eq are emitted. Reuse of the sections saved 79% of greenhouse gases. For a dyke reinforcement in the Netherlands, the project owner partly chose second-hand sheet piles to reduce the environmental impacts of the infrastructure project.
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Boehler, J. P. "Anisotropic Hardening of Rolled Sheet-Steel." In Applications of Tensor Functions in Solid Mechanics, 123–39. Vienna: Springer Vienna, 1987. http://dx.doi.org/10.1007/978-3-7091-2810-7_7.

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Ushioda, K., J. Takahashi, S. Takebayashi, D. Maeda, K. Hayashi, and Y. R. Abe. "Challenges Toward the Further Strengthening of Sheet Steel." In Advanced Steels, 229–40. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17665-4_23.

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Kim, Goo Hwa, Zhong Soo Lim, and Eui-Wan Lee. "Magnetic Flux Leakage Inspection for Moving Steel Sheet." In Review of Progress in Quantitative Nondestructive Evaluation, 2257–63. Boston, MA: Springer US, 1999. http://dx.doi.org/10.1007/978-1-4615-4791-4_289.

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Du, Bing, Shou-Chen Jing, Hao-Yu Fang, Jian Zhang, and Tu-Gen Feng. "Study on supporting effect of steel tube and HAT composite steel sheet pile." In Frontiers of Civil Engineering and Disaster Prevention and Control Volume 1, 676–82. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003308577-91.

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Sakuragi, K., and A. Sato. "Ductility reduction factor of steel sheet shear wall used in steel framed house." In Insights and Innovations in Structural Engineering, Mechanics and Computation, 297–302. Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-49.

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Forouraghi, K., R. B. Thompson, A. J. Anderson, N. Izworski, M. Shi, F. Reis, and J. Root. "Ultrasonic Predictions of Plastic Strain Ratios in Steel Sheet." In Review of Progress in Quantitative Nondestructive Evaluation, 1621–28. Boston, MA: Springer US, 1996. http://dx.doi.org/10.1007/978-1-4613-0383-1_212.

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Ying, Shanqiang, and Han Dong. "The Third Generation Auto Sheet Steel: Theory and Practice." In Lecture Notes in Electrical Engineering, 933–47. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-33835-9_86.

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Anuszczyk, Jan. "Power Losses in Electrotechnical Sheet Steel under Rotational Magnetization." In Electromagnetic Fields in Electrical Engineering, 3–7. Boston, MA: Springer US, 1988. http://dx.doi.org/10.1007/978-1-4613-0721-1_2.

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Conference papers on the topic "Sheet-steel"

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Matthews, Austin, David Wheeler, and Huw Jordan. "Fuel Efficient Sheet Steel Automobiles." In International Congress & Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1993. http://dx.doi.org/10.4271/930785.

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Gu, Hongping, and Robert Mueller. "Hybrid welding of galvanized steel sheet." In ICALEO® 2001: Proceedings of the Laser Materials Processing Conference and Laser Microfabrication Conference. Laser Institute of America, 2001. http://dx.doi.org/10.2351/1.5059800.

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Ramsden, M. R., and T. F. Griffiths. "Steel Sheet Pile Wall Wale Rehabilitation." In 12th Triannual International Conference on Ports. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41098(368)20.

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Link, Todd M. "Formability and Performance of Steel-Plastic-Steel Laminated Sheet Materials." In SAE 2001 World Congress. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2001. http://dx.doi.org/10.4271/2001-01-0079.

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Coubrough, G. J., D. K. Matlock, and C. J. Van Tyne. "Formability of Type 304 Stainless Steel Sheet." In International Congress & Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1993. http://dx.doi.org/10.4271/930814.

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Graham, M. P., D. M. Hirak, H. W. Kerr, and D. C. Weckman. "Nd:YAG laser welding of coated sheet steel." In ICALEO® ‘93: Proceedings of the Laser Materials Processing Conference. Laser Institute of America, 1993. http://dx.doi.org/10.2351/1.5058628.

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Lautensleger, Richard W., and Dennis D. Davidson. "Formability Performance of Prephosphated Galvannealed Sheet Steel." In International Congress & Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1997. http://dx.doi.org/10.4271/970717.

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Shindou, Yoshio, Joji Oka, Mizuo Ejima, Arinobu Yamada, Yoshio Kitazawa, and Takeshi Taira. "Properties of Organic Composite-Coated Steel Sheet." In 1986 SAE Automotive Corrosion and Prevention Conference and Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1986. http://dx.doi.org/10.4271/862016.

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Enokizono, M., T. Suzuki, and J. Sievert. "Rotational power loss of silicon steel sheet." In International Conference on Magnetics. IEEE, 1990. http://dx.doi.org/10.1109/intmag.1990.734836.

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Raghavan, K. S., T. J. Garrett, and J. G. Speer. "Sheet Steel Surface Treatments for Enhanced Formability." In International Congress & Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1994. http://dx.doi.org/10.4271/940945.

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Reports on the topic "Sheet-steel"

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Upadhyay, Piyush, Hrishikesh Das, Jian Chen, Zhili Feng, Hui Huang, Yong Chae Lim, Yuan Li, et al. Solid-State Joining of Magnesium Sheet to High-Strength Steel. Office of Scientific and Technical Information (OSTI), February 2021. http://dx.doi.org/10.2172/1772623.

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Camb, Alan W., and Anthony Rollett. AIS/DOE Technology Roadmap Program: Strip Casting: Anticipating New Routes To Steel Sheet. Office of Scientific and Technical Information (OSTI), August 2001. http://dx.doi.org/10.2172/791070.

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Shaffer, S. Micromechanisms of friction in electrogalvanized sheet steel with emphasis on the role of texture. Office of Scientific and Technical Information (OSTI), December 1990. http://dx.doi.org/10.2172/6004401.

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Skarpelos, Peter N. The effect of surface morphology on the friction of electrogalvanized sheet steel in forming processes. Office of Scientific and Technical Information (OSTI), December 1993. http://dx.doi.org/10.2172/10120745.

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Cady, C. M., S. R. Chen, and G. T. III Gray. Dynamic materials testing and constitutive modeling of structural sheet steel for automotive applications. Final progress report. Office of Scientific and Technical Information (OSTI), August 1996. http://dx.doi.org/10.2172/380343.

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Gaspar, T. Textured substrate method for the direct continuous casting of steel sheet: Technical progress report No. 4. Office of Scientific and Technical Information (OSTI), July 1989. http://dx.doi.org/10.2172/5948351.

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Bietelman, Alfred, Richard Lampo, Lawrence Clark, Dave Butler, Eric Van Draege, and David Rozène. In-situ subsurface coating of corroded steel sheet pile structures : final report on Project F08-AR06. Construction Engineering Research Laboratory (U.S.), September 2017. http://dx.doi.org/10.21079/11681/24343.

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Smith, Philip. Introducing the secondary student to sculptural design and form in metal : welding sheet steel using the oxyacetylene torch. Portland State University Library, January 2000. http://dx.doi.org/10.15760/etd.2887.

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Shannon. L51584 Effect of Water Chemistry on Internal Corrosion Rates in Offshore Pipelines.pdf. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), March 1988. http://dx.doi.org/10.55274/r0010643.

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Abstract:
This work is an extension of a program reported in 1984 to establish factors which control corrosion of API line pipe in gas containing carbon dioxide and water. In this phase of the program, there were four objectives. One was to establish the temperature of maximum corrosion in the range of 75�, 100� and 175�F at 1000 psi in water saturated with carbon dioxide at partial pressures of 15 and 50 psia. The next was to explore the role of carbon content and microstructure in the steel, iron carbonate film formation, and resulting corrosion rates. The third was to examine the role of pre-existing mill scale and corrosion films on accelerating pitting attack. The final objective was to extend a spread sheet computer model to calculate corrosion rates from field data. Tests were run in a refreshed, recirculating autoclave at a total pressure of 1000 psi in water saturated with CO2 at partial pressures of 15 and 50 psia, and containing bicarbonate ion to adjust the pH either to 5 or 6. Six materials were tested: ASTM-A53B, two lots of API5LX-X52 and three lots of API5LX-X60. Samples were pulled at intervals for weight loss corrosion and to examine the surface films by electron microscope and metallography. After plotting the weight loss results, corrosion rates in mils per year (MPY) were calculated. The microstructure of the metal, the corrosion films of iron carbonate, and the weight loss results were then examined. The corrosion data were incorporated into a spread sheet computer model for users to calculate their own pipe line corrosion rates.
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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, July 2024. http://dx.doi.org/10.54206/102376/hnkr9109.

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Abstract:
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 flux, and is also subject to the boundary condition represen-tation, which is at the discretion of model practitioners. At the time of writing, Fire Dynamics Simulator can represent in-depth heat transfer through walls, and transverse heat transfer is in a preliminary development stage. Critically, limited suitable data exists for validation of heat trans-fer through walls exposed to fires. Mass loss and discoloration fire effects are directly related to the heat transfer and thermal decomposition of walls, therefore it is crucial that the representation of transverse heat transfer in walls in fire models be validated to ensure that fire investigators can produce accurate simulations and reconstructions with these tools. The purpose of this study was to conduct a series of experiments to obtain data that addresses three validation spaces: 1) thermal exposure to walls from fires; 2) heat transfer within walls exposed to fires; and 3) fire damage patterns arising on walls exposed to fires. Fire Safety Research Institute, part of UL Research Institutes, in collaboration with the Bureau of Alcohol, Tobacco, Firearms and Explosives Fire Research Laboratory, led this novel research endeavor. Experiments were performed on three types of walls to address the needs in this validation space: 1. Steel sheet (304 stainless steel, 0.793 mm thick, coated in high-emissivity high-temperature paint on both sides). This wall type was used to support the heat flux validation objective. By combining measurements of gas temperatures near the wall with surface temperatures obtained using infrared thermography, estimates of the incident heat flux to the wall were produced. 2. Calcium silicate board (BNZ Marinite I, 12.7 mm thick). This wall type was used to support the heat transfer validation objective. Since calcium silicate board is a noncombustible material with well-characterized thermophysical properties at elevated temperatures, measurements of surface temperature may be used to validate transverse heat transfer in a fire model without the need to account for a decomposition mechanism. 3. Gypsum wallboard (USG Sheetrock Ultralight, 12.7 mm thick, coated in white latex paint on the exposed side). This wall type was used to support the fire damage patterns validation objective. Two types of fire effects were considered: 1) discoloration and charring of the painted paper facing of the gypsum wallboard; and 2) mass loss of the gypsum wallboard (which is related to the calcination of the core material). In addition to temperature and heat flux measurements, high resolution photographs of fire patterns were recorded, and mass loss over the entirety of the wall was measured by cutting the wall into smaller samples and measuring the mass of each individual sample. A total of 63 experiments were conducted, encompassing seven fire sources and three wall types (each combination conducted in triplicate). Fire sources included a natural gas burner, gasoline and heptane pools, wood cribs, and upholstered furniture. A methodology was developed for obtaining estimates of field heat flux to a wall using a large plate heat flux sensor. This included a numerical optimization scheme to account for convection heat transfer. These data characterized the incident heat flux received by calcium silicate board and gypsum wallboard in subsequent experiments. Fire damage patterns on the gypsum wallboard, attributed to discoloration and mass loss fire effects, were measured. It was found that heat flux and mass loss fields were similar for a given fire type, but the relationship between these measurements was not consistent across all fire types. Therefore, it was concluded that cumulative heat flux does not adequately describe the mass loss fire effect. Fire damage patterns attributed to the discoloration fire effect were defined as the line of demarcation separating charred and uncharred regions of the wall. It was found that the average values of cumulative heat flux and mass loss ratio coinciding with the fire damage patterns were 10.41 ± 1.51 MJ m−2 and 14.86 ± 2.08 %, respectively. These damage metrics may have utility in predicting char delineation damage patterns in gypsum wallboard using a fire model, with the mass loss ratio metric being overall the best fit over all exposures considered. The dataset produced in this study has been published to a public repository, and may be accessed from the following URL: <https://doi.org/10.5281/zenodo.10543089>.
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