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Relevant bibliographies by topics / High Strength Steel

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Academic literature on the topic 'High Strength Steel'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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Journal articles on the topic "High Strength Steel"

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Hietala, Mikko, Antti Järvenpää, Markku Keskitalo, and Kari Mäntyjärvi. "Bending Strength of Laser-Welded Sandwich Steel Panels of Ultra-High Strength Steel." Key Engineering Materials 786 (October 2018): 286–92. http://dx.doi.org/10.4028/www.scientific.net/kem.786.286.

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The study was performed to investigate the bending resistance of laser-welded sandwich panels (Vf-core). The main aim of the study was to determine the effect of the tensile strength on bending strength of the panel structures. Panels were manufactured using an ultra-high strength (UHS) and low strength (LS) steels with yield strengths of 1200 and 200 MPa, respectively. Secondly, the bending strength of the panel structures was compared with the conventional sheet steels to estimate the possibilities for weight reduction. Results showed that the UHS steel panels had significantly higher bendin

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Zhou, Xiaozhou, Jiangjie Xu, Li Meng, Wenshan Wang, Ning Zhang, and Lei Jiang. "Machine-Learning-Assisted Composition Design for High-Yield-Strength TWIP Steel." Metals 14, no. 8 (2024): 952. http://dx.doi.org/10.3390/met14080952.

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Twinning-induced plasticity (TWIP) steel is an ideal material for impact-resistant structures and energy absorption because of its high product of strength and elongation. However, compared with other advanced high-strength steels, the relatively low yield strength of TWIP steel is one of the important shortfalls that significantly limits its engineering applications. To enhance the comprehensive properties of TWIP steel, a machine learning design strategy that integrated comparative modelling, SHAP analysis, and multi-objective optimization were adopted in this study. Initially, various machi

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Poznyakov, V. D., S. L. Zhdanov, A. V. Zavdoveev, A. A. Maksimenko, and T. G. Solomijchuk. "Weldability of high-strength microalloyed steel S460M." Paton Welding Journal 2016, no. 12 (2016): 21–28. http://dx.doi.org/10.15407/tpwj2016.12.04.

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Tong, Ming Wei, Ze Xi Yuan, and Kai Guang Zhang. "Influence of Vanadium on Microstructures and Mechanical Properties of High Strength Normalized Steel." Advanced Materials Research 535-537 (June 2012): 628–32. http://dx.doi.org/10.4028/www.scientific.net/amr.535-537.628.

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Considering the specialities of high strength normalized steel, the main roles of vanadium in normalized steel were investigated. The results show that adding vanadium can improve the strength and deteriorate the impact energy, but for vanadium steel, the strengths increase and the impact energies have no changing regulation with increasing vanadium. The microstructures of experimental steels are composed of polygonal ferrite and pearlite, vanadium can not refine ferrite grain size, most of them dissolve into the matrix, and the forms of precipitation in vanadium steel are complex carbonitride

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Shi, Gang, Huatian Zhao, and Yang Gao. "Research on high‐performance steel structure with high‐strength steel column, ordinary‐strength steel beam, and low‐yield‐point steel BRB." ce/papers 6, no. 3-4 (2023): 645–49. http://dx.doi.org/10.1002/cepa.2657.

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AbstractIn order to reasonably make full use of the advantages of different steels and then achieve a steel structure with excellent seismic behaviour, the authors proposed novel triple grades hybrid high‐performance steel structures (TGHSSs) comprising high‐strength steel (HSS) columns, ordinary‐strength steel beams, and low‐yield‐point (LYP) steel buckling‐restrained braces (BRBs). The basic concept and expected advantages were introduced. To validate this concept, eight full‐scale single‐bay two‐storey TGHSS specimens were tested under cyclic loads, in which columns are of 460 MPa, 690 MPa,

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Jayaprakashl, Murugesan, Yuichi Otsuka, Yukio Miyashita, and Yoshiharu Mutoh. "OS2111 Torsion Fatigue Behavior of High Strength Steel." Proceedings of the Materials and Mechanics Conference 2012 (2012): _OS2111–1_—_OS2111–3_. http://dx.doi.org/10.1299/jsmemm.2012._os2111-1_.

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Chung, K. F. "Effective use of high-strength S690 steel in construction." Structural Engineer 103, no. 2 (2025): 18–23. https://doi.org/10.56330/wjhb1752.

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With advances in metallurgy and steel-making technology, structural steel with yield strengths up to 690N/mm2 is produced regularly in many modern steel mills in diﬀerent countries, such as China, France, Germany, India and Japan. The yield strength of S690 steel is almost twice that of the commonly used structural S355 steel. High-strength steels are used in a wide range of structures, such as heavy-duty lifting equipment in mines and ports, frames and members in wind turbines, as well as container trailers and passenger trains. Use of high-strength steels is highly advantageous for these mov

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Gui, Long Ming, Xiao Chun Jin, Hong Tao Li, and Mei Zhang. "High Cycle Fatigue Performances of Advanced High Strength Steel CP800." Advanced Materials Research 989-994 (July 2014): 238–41. http://dx.doi.org/10.4028/www.scientific.net/amr.989-994.238.

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A low carbon content and improved steel making practices have imparted advanced high strength steel (AHSS) CP800 with superior combination of strength, ductility and weldability. Its performance in fatigue, however, is not well understood. Stress-controlled high cycle fatigue (HCF) tests were conducted to obtain stress vs. fatigue life curve (S-N curve), and the fatigue limit of CP800. The follow HCF performances were obtained. , SRI1=1940MPa, b=-0.09972, Nc1=2.89×106, and R2= 0.88. The collected material data are used as a basis of comparison of CP800 with more common grades of structural ste

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Pavlov, V. V., M. V. Temlyantsev, and V. V. Bukhmirov. "Increasing the fatigue strength of high-strength steel grades." Izvestiya. Ferrous Metallurgy 66, no. 5 (2023): 522–28. http://dx.doi.org/10.17073/0368-0797-2023-5-522-528.

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The paper considers the issue of increasing the fatigue strength of high-strength steel grades. Based on the results of experimental measurements of the fatigue strength limit (σ–1) of spring steel grades, we analyzed the effect of tensile strength, ratio of the yield strength during shear and the fatigue strength limit. The absence of statistical relationship between fatigue strength limit and tensile strength (σ–1 ≠ f (σu)) was established. The ratio τt / σ–1 is the stress concentration coefficient (SCC), which is closely related to the tensile strength of steel. From the theoretical analysi

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Haiko, Oskari, Kati Valtonen, Antti Kaijalainen, Vahid Javaheri, and Jukka Kömi. "High-stress abrasive wear characteristics of ultra-high strength press-hardening steel." Tribologia - Finnish Journal of Tribology 39, no. 3−4 (2022): 32–41. http://dx.doi.org/10.30678/fjt.122836.

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Ultra-high strength steels are widely utilized in many applications operating in harsh abrasive wear conditions. For instance, the machineries used in mining and mineral handling or in agricultural sector require robust, but cost-effective wear-resistant materials. Steels provide excellent combination of mechanical properties and usability. This study encompasses mechanical and wear testing of an experimental medium-carbon press-hardening steel. The as-received material was austenitized at two different temperatures and quenched in water. Additionally, low-temperature tempering was applied for

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Dissertations / Theses on the topic "High Strength Steel"

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Hardell, Jens. "High temperature tribology of high strength boron steel and tool steels." Licentiate thesis, Luleå : Luleå University of Technology, 2007. http://epubl.ltu.se/1402-1757/2007/36/index.html.

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Larsson, Rikard. "Constitutive Modelling of High Strength Steel." Thesis, Linköping University, Department of Management and Engineering, 2007. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-8157.

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<p>This report is a review on aspects of constitutive modelling of high strength steels. Aspects that have been presented are basic crystallography of steel, martensite transformation, thermodynamics and plasticity from a phenomenological point of view. The phenomenon called mechanical twinning is reviewed and the properties of a new material type called TWIP-steel have been briefly presented. Focus has been given on phenomenological models and methods, but an overview over multiscale methods has also been given.</p>

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Taylor, H. "Fatigue behaviour in high strength steel." Thesis, University of Salford, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.372146.

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Ye, Jianjun. "Compression strength of unstiffened elements in cold-reduced high strength steel." Thesis, The University of Sydney, 2005. https://hdl.handle.net/2123/27906.

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Compression strength of unstiffened elements in cold—reduced high strength steel G550 and G450 steel to Australian Standard AS 1397-1993 are investigated experimentally and theoretically in this thesis. The thesis describes two series of tests. The first one is material property tests performed on tension and compression coupons cut from high strength steel sheet in 0.6 mm or 1.0 mm thickness with nominal yield stress of 550 MPa and 1.5 mm thickness with nominal yield stress of 450 MPa. The second is compression tests performed on stub angles cut from high strength steel sheet in 0.6

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Skoglund, Oskar. "Innovative structural details using high strength steel for steel bridges." Licentiate thesis, KTH, Bro- och stålbyggnad, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-259949.

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The use of high strength steel has the potential to reduce the amount of steel used in bridge structures and thereby facilitate a more sustainable construction. The amount of steel and what steel grade that can be used in bridge structures and other cyclic loaded structures are often limited by a material degradation process called fatigue. The fatigue resistance of steel bridges are to a large extent depending on the design of structural details and connections. The design engineer is limited by a few pre-existing structural details and connections – with rather poor fatigue resistance – to c

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Schuetz, Daniel Philip. "Investigation of high strength stainless steel prestressing strands." Thesis, Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/47744.

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Bridges and other coastal structures in Georgia and throughout the Southeast are deteriorating prematurely due to corrosion. Numerous corrosion initiated failures have occurred in precast prestressed concrete (PSC) piles and reinforced concrete (RC) pile caps, leading to the costly repair and replacement of either the entire bridge or the affected members. With the Federal Highway Administration's goal of a 100-year bridge service life and recent legislative action such as the Bridge Life Extension Act, new emphasis has been placed on the development and implementation of new corrosion mitigat

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Goodall, Graeme. "Welding High Strength Modern Line Pipe Steel." Thesis, McGill University, 2011. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=96662.

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The effect of modern mechanized girth welding on high strength line pipe has been investigated. The single cycle grain coarsened heat affected zone in three grade 690 line pipe steels and a grade 550 steel has been simulated using a Gleeble thermo-mechanical simulator. The continuous cooling transformation diagrams applicable to the grain coarsened heat affected zone resulting from a range of heat inputs applicable to modern mechanized welding have been established by dilatometry and metallography. The coarse grained heat affected zone was found to transform to lath martensite, bainite, and gr

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Björklund, Oscar. "Ductile Failure in High Strength Steel Sheets." Doctoral thesis, Linköpings universitet, Hållfasthetslära, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-105213.

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Developments in computer-aided engineering and the rapid growth of computational power have made simulation-driven process and product development efficient and useful since it enables detailed evaluation of product designs and their manufacturing processes. In the context of a sheet metal component, it is vital to predict possible failure both during its forming process and its subsequent usage. Accurate numerical models are needed in order to obtain trustworthy simulation results. Furthermore, the increasing demands imposed on improved weight-to-performance ratio for many products endorse th

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Konstantarakis, Christos. "Hydrogen degradation of high strength steel weldments." Thesis, Massachusetts Institute of Technology, 1993. http://hdl.handle.net/1721.1/47338.

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Thesis (Ocean. E.)--Massachusetts Institute of Technology, Dept. of Ocean Engineering, 1993, and Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Materials Science & Engineering, 1993.<br>Includes bibliographical references (leaves 37-43).<br>by Christos Konstantarakis.<br>M.S.<br>Ocean.E.

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Anderson, Cheryl Marie. "The weldability of high and ultra-high strength steel." Thesis, Swansea University, 2003. https://cronfa.swan.ac.uk/Record/cronfa42947.

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Weight reduction in body-in-white structures is necessary to make automobiles more fuel-efficient. A range of high and ultra-high strength strip steels have been developed, that will play a key role in achieving lower weights since the steels have the potential to achieve equivalent strength and crashworthiness at thinner gauges. However, the full potential of these advanced alloys can only be realised if they can be integrated into production facilities that rely on resistance spot welding as the predominant means of component joining. In particular, spot welds manufactured in these modern hi

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Books on the topic "High Strength Steel"

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Roy, Tapas Kumar, Basudev Bhattacharya, Chiradeep Ghosh, and S. K. Ajmani, eds. Advanced High Strength Steel. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-10-7892-7.

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International Iron and Steel Institute. Committee on Technology., ed. High strength low alloy steels. International Iron and Steel Institute, 1987.

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Varis, Juha. A novel procedure for establishing clinching parameters for high strength steel sheet. Lappeenranta University of Technology, 2000.

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Taylor, Howard. Fatigue behaviour in high strength steel. University of Salford, 1986.

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Geck, Paul. Automotive lightweighting using advanced high-strength steels. Society of Automotive Engineers, 2014.

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International, Symposium on Rail Steels for the 21st Century (1994 Baltimore Md ). Proceedings of the International Symposium on Rail Steels for the 21st Century: The symposium was held in conjunction with the 36th Mechanical Working and Steel Processing Conference, Baltimore, MD, October 17-18, 1994. The Society, 1995.

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Al-Ogula, M. Hydrogen embrittlement of high strength structural steel. UMIST, 1994.

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Society, Iron and Steel, ed. Steel products manual.: Carbon and high strength low alloy steel. Iron & Steel Society, 1998.

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Society, Iron and Steel, ed. Steel products manual.: Carbon and high strength low alloy steel. Iron and Steel Society, 1991.

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1923-, Tamura Imao, ed. Thermomechanical processing of high-strength low-alloy steels. Butterworths, 1988.

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Book chapters on the topic "High Strength Steel"

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Sha, Wei. "High-Strength Low-Alloy Steel." In Steels. Springer London, 2013. http://dx.doi.org/10.1007/978-1-4471-4872-2_2.

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Sha, Wei. "Ultra High-Strength Maraging Steel." In Steels. Springer London, 2013. http://dx.doi.org/10.1007/978-1-4471-4872-2_6.

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Samuelsson, Anders, Falko Schröter, Gerhard Sedlacek, et al. "High-Performance Steels in Europe." In Use and Application of High-Performance Steels for Steel Structures. International Association for Bridge and Structural Engineering (IABSE), 2005. http://dx.doi.org/10.2749/sed008.099.

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<p>Since the first application of steel in steel structures in the 19th century the development of steel construction has been closely linked to the development in material properties and production methods. Significant achievements concerning strength, economy, design versatility, fabrication and erection techniques and service performance would not have been possible without the substantial improvements of steel. Especially with the application of "new" production processes for carbon steels such as the thermo-mechanical rolling and the quenching and tempering process, steel with a

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Mccallen, Valerie E. "High Strength Insulation for Steel Ladles." In Ceramic Engineering and Science Proceedings. John Wiley & Sons, Inc., 2008. http://dx.doi.org/10.1002/9780470320310.ch14.

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Nili-Ahmadabadi, Màhmoud, Hamidreza Koohdar, and Mohammad Habibi-Parsa. "Cold Rolling Practice of Martensitic Steel." In Rolling of Advanced High Strength Steels. CRC Press, 2017. http://dx.doi.org/10.1201/9781315120577-11.

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Avalos-Arcos, José Eduardo, Nancy Margarita López-Granados, Constantin Alberto Hernández-Bocanegra, and José Angel Ramos-Banderas. "Manufacturing of Advanced High Strength High Mn Steel." In The Minerals, Metals & Materials Series. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-80748-0_92.

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Lwin, M. Myint, Alexander D. Wilson, and Vasant C. Mistry. "High-Performance Steels in the United States." In Use and Application of High-Performance Steels for Steel Structures. International Association for Bridge and Structural Engineering (IABSE), 2005. http://dx.doi.org/10.2749/sed008.011.

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<p>In 1992, the U.S. Federal Highway Administration (FHWA) initiated an effort with the American Iron and Steel Institute (AISI) and the U. S. Navy (Navy) to develop new high-performance steels (HPS) for bridges. The driving force for this project was the need to develop improved higher strength, improved weldability, higher toughness steels to improve the overall quality and fabricability of steels used in bridges in the United States. It was furthermore established that such steels should be "weathering". By this is meant the ability to perform without painting under normal atmospheric

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Cai, Zhihui, Jingwei Zhao, and Hua Ding. "Transformation-Induced Plasticity Steel and Their Hot Rolling Technologies." In Rolling of Advanced High Strength Steels. CRC Press, 2017. http://dx.doi.org/10.1201/9781315120577-7.

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Bradford, M., and X. Liu. "Lateral buckling of high-strength steel beams." In Insights and Innovations in Structural Engineering, Mechanics and Computation. CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-186.

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Chiew, Sing-Ping, and Yan-Qing Cai. "Design of steel-reinforced concrete columns." In Design of High Strength Steel Reinforced Concrete Columns. CRC Press, 2018. http://dx.doi.org/10.1201/9781351203951-5.

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Conference papers on the topic "High Strength Steel"

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Xie, Jeffrey, Lin Yang, Bob Worthingham, and Fraser King. "Hydrogen Effects on High Strength Pipeline Steels." In CORROSION 2009. NACE International, 2009. https://doi.org/10.5006/c2009-09120.

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Abstract High strength pipeline steels are currently being considered for new construction and line extensions for economic reasons. These steels are designed for high strength and high toughness for fracture resistance. In this investigation, the electrochemical behavior, hydrogen permeation and hydrogen effect on mechanical properties were investigated. The testing was designed to simulate corrosion and hydrogen generation around the high strength steel (X100) under permafrost condition, with the comparison to the regular pipeline steel (X65 steel). Temperature is found to be an important pa

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Kimura, Mitsuo, Yukio Miyata, Yasuyoshi Yamane, Takaaki Toyooka, Yoshifumi Nakano, and Fumio Murase. "Corrosion Resistance of High Strength Modified 13Cr Steel." In CORROSION 1997. NACE International, 1997. https://doi.org/10.5006/c1997-97022.

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Abstract A new 13Cr martensitie stainless steel (0.025C-13Cr-Ni-Mo) with excellent resistance to CO2 corrosion and good resistance to SSC is developed and its application limits in oil and gas environments is clarified. The CO2 corrosion rate of the 13Cr steels with Ni and Mo is less than 0.3 mm/yr at 180°C (356°F) in 20% NaCl. It is less than that of the conventional 13Cr steel (0.2C-13Cr). The corrosion rate of the steel slightly decreases with the increase in Mo and Ni content. The SSC resistance improves with the increase in Mo content. The critical partial pressure of H2S for the 2% Mo st

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Pikas, Joe. "Direct Examination Results of High Strength versus Low Strength Steels the Dilemma Found During Investigative Digs." In CORROSION 2017. NACE International, 2017. https://doi.org/10.5006/c2017-09534.

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Abstract Due to metallurgical improvements in the steel industry, higher strength steels have made significant strides in: specified minimum yield strength (SMYS), wall thickness control, toughness, weight per foot, etc. However, one significant factor in these improvements was “no consideration for corrosion allowances”. Corrosion allowances in steel have decreased with every incremental increase in the improvements of making of higher strength steels. Corrosion in carbon steel is the same whether it is a 35,000-yield pipe or an 80,000-yield pipe; or 0.375” wall thickness versus 0.215” wall t

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Bareikis, Nerijus. "High strength steel influence on sustainability of corrugated soil-steel composite bridge." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.0807.

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<p>Corrugated soil-steel (CSS) composite structures because of interaction with surrounding soil are characterized by high strength to cost ratio. For the past decade the span of CSS bridges is growing and the demand of development of their sustainable innovations is increasing respectively. The advantages of high strength steel (HSS) to the behaviour of CSS composite bridges were barely analysed in perspective of sustainability. This study analyses high strength steel of a yield stress up to 1300 MPa influence on utilization ratio of large span CSS structure of the deepest corrugation o

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Mohr, Andreas, Horst Hill, Karlheinz P. J. Hoeren, and Janosch Conrads. "High Strength Austenite for Additive Manufacturing." In CONFERENCE 2022. AMPP, 2022. https://doi.org/10.5006/c2022-17496.

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Abstract Stainless austenitic steels are widely applied in the field of classic mechanical engineering. An important representative of these grades is the material 316L (S31603), which is well established as a standard steel in Additive Manufacturing (AM). Typical austenitic stainless steels contain some main alloying elements, which are described in the following: The formation of an austenitic microstructure is achieved by nickel (Ni). The addition of chromium (Cr) lead to the corrosion resistance of these materials. For resistance to localized corrosion, molybdenum (Mo) can be added. Howeve

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Chiew, S. P., Y. Yu, C. K. Lee, and J. Jiang. "Ultimate Strength of High Strength Steel Welded Joints." In 7th International Conference on Steel and Aluminium Structures. Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-9247-0_rp045-icsas11.

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Liew, J. Y. R., M. X. Xiong, and M. H. Zhang. "Fire Resistance of High Strength Steel." In 7th International Conference on Steel and Aluminium Structures. Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-9247-0_rp069-icsas11.

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Ban, Huiyong, and Mark A. Bradford. "Flexural Strength of High-Strength Steel-Concrete Composite Beams with Varying Steel Grades." In International Conference on Composite Construction in Steel and Concrete 2013. American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479735.010.

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Ginn, M., M. Pate, and T. Wilkinson. "Fillet Weld Connections to High Strength Steel." In 7th International Conference on Steel and Aluminium Structures. Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-9247-0_rp046-icsas11.

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Matsumoto, T., and K. Ochi. "FEA of High-Strength CHS X-joints." In 10th Pacific Structural Steel Conference (PSSC 2013). Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7137-9_156.

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Reports on the topic "High Strength Steel"

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Babu, S. S., S. A. David, and G. R. Edwards. High-Strength Steel Welding Research. Defense Technical Information Center, 1997. http://dx.doi.org/10.21236/ada324975.

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Churchill, Robin K., Jack H. Devletian, and Daya Singh. High Yield Strength Cast Steel With Improved Weldability. Defense Technical Information Center, 1991. http://dx.doi.org/10.21236/ada451557.

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Gedeon, Steven A. Hydrogen Assisted Cracking of High Strength Steel Welds. Defense Technical Information Center, 1988. http://dx.doi.org/10.21236/ada196738.

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Pargeter. L51579 Field Weldability of High Strength Pipeline Steels. Pipeline Research Council International, Inc. (PRCI), 1988. http://dx.doi.org/10.55274/r0010292.

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There are a number of economic advantages that arise through using high strength pipeline steels. The reduced wall thickness leads to lower steel tonnage requirements and provides scope for reducing welding time. Until relatively recently, the API specification 5L�" Specification for Linepipe" only covered steels up to 70 ksi minimum yield strength. This document reports on small scale weldability tests on two X80 grade steels and presents mechanical property data on full-size circumferential girth welds. Small scale SMA weldability was assessed using the WIC test with cellulosic consumables o

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Meng, Lingye, and Yongjiu Shi. EXPERIMENTAL STUDY ON SHEARED HIGH-STRENGTH BOLTED CONNECTIONS FABRICATED OF HIGH STRENGTH FIRE-RESISTANT STEEL AT HIGH TEMPERATURE. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.048.

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Kanne, W. R. High Strength Stainless Steel Properties that Affect Resistance Welding. Office of Scientific and Technical Information (OSTI), 2001. http://dx.doi.org/10.2172/784245.

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Josephson, Ryan. Development of Ferrium S53 High-Strength, Corrosion-Resistant Steel. Defense Technical Information Center, 2009. http://dx.doi.org/10.21236/ada606996.

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Murray, Matthew, Trace Thornton, Stephen Rowell, and Clifford Grey. Dynamic material properties of Grade 50 steel : effects of high strain rates on ASTM A992 and A572 Grade 50 steels. Engineer Research and Development Center (U.S.), 2023. http://dx.doi.org/10.21079/11681/47445.

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Abstract:

Uniaxial tensile tests were conducted on American Society for Testing Materials International (ASTM) A992 and A572 Grade 50 steels at increasing strain rates to determine the material strength properties of structural members subjected to dynamic loadings. The increase in dynamic yield strength and ultimate tensile strength was determined to update design criteria within UFC 3-340-02, which are currently limited to ASTM A36 and A514 steels. The proposed updates will provide the necessary information required to design blast-resistant structures utilizing modern-day structural steels. The dynam

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Yosefani, Anas. Flexural Strength, Ductility, and Serviceability of Beams that Contain High-Strength Steel Reinforcement and High-Grade Concrete. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.6286.

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Upadhyay, Piyush, Hrishikesh Das, Jian Chen, et al. Solid-State Joining of Magnesium Sheet to High-Strength Steel. Office of Scientific and Technical Information (OSTI), 2021. http://dx.doi.org/10.2172/1772623.

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