Relevant bibliographies by topics / Steel

Contents

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

Academic literature on the topic 'Steel'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 July 2025

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Journal articles on the topic "Steel"

1

Gao, Bing, Bo Wang, and Jian Qi Zou. "Anti-Pulls Out Strength Research on Concretes Component of Low-Alloy Coupled Steels and Cold Rolling Belt Rib Steel Bars." Applied Mechanics and Materials 121-126 (October 2011): 2537–40. http://dx.doi.org/10.4028/www.scientific.net/amm.121-126.2537.

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Both Low-alloy Coupled Steels and Cold rolling belt rib steel bars are cold finishing steel bars. In project practice, Anchor ability of Low-alloy Coupled Steels Concrete will higher than cold rolling belt rib steel bars. So, more economical steel bars and cement contents. Through comparative trial about on concretes component of Low-alloy coupled steels and cold rolling belt rib steel bars in this article. Summarizes that anchor ability of Low-alloy coupled steels are depending transverse steel, well, steel bars and concretes has the better joint work ability.
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Zhang, Yan Mei, Kang Qin, Qing Ping Du, Jia Qiang Huang, Ge Guo Shuai, and Xiao Hua Jie. "Study on Antibacterial Properties of SUSXM7 Cu- Bearing Austenitic Stainless Steel." Advanced Materials Research 652-654 (January 2013): 997–1001. http://dx.doi.org/10.4028/www.scientific.net/amr.652-654.997.

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SUSXM7 Cu-bearing austenitic stainless stee1 was conducted with special antibacterial heat treatment and antibacterial properties of the steel were studied. The experimental results show that a suitable amount of ε-Cu phases can precipitate from the matrix of SUSXM7 steel after solution treated at 1100 °C and aging treated at 650 - 850 °C. ε-Cu phases are granular with diameter of 100 - 200 nm. SUSXM7 Cu-bearing austenitic stainless steels possess excellent antibacterial properties. Antibacterial rates against two typical bacteria of Escherichia coli and Staphylococcus aureus surpass 99.0％ and
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Li, Yang, Jing Wang, Jiaquan Zhang, Changgui Cheng, and Zhi Zeng. "Deformation and Structure Difference of Steel Droplets during Initial Solidification." High Temperature Materials and Processes 36, no. 4 (2017): 347–57. http://dx.doi.org/10.1515/htmp-2016-0113.

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AbstractThe surface quality of slabs is closely related with the initial solidification at very first seconds of molten steel near meniscus in mold during continuous casting. The solidification, structure, and free deformation for given steels have been investigated in droplet experiments by aid of Laser Scanning Confocal Microscope. It is observed that the appearances of solidified shells for high carbon steels and some hyper-peritectic steels with high carbon content show lamellar, while that for other steels show spherical. Convex is formed along the chilling direction for most steels, besi
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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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Chen, Shan, Xue Qun Chen, Lin Zheng, Guo Ming Li, Wan Shun Chang, and Guo Liang Cao. "The Effect of Calcium Treatment on the Corrosion Resistance of Manganese Steels." Advanced Materials Research 668 (March 2013): 850–55. http://dx.doi.org/10.4028/www.scientific.net/amr.668.850.

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The metallurgy quality of the steel was improved greatly by calcium treatment which was a technique developed for a long time. The Mn steels treated with calcium, carbon-manganese steels and nickel-chromium steels were collected and their corrosion behaviors were investigated. The results showed that the corrosion resistance of the Mn steel is lower than that of the Ni-Cr steel. The shape of the inclusions can be modified and quality of the steels can be enhanced by the calcium treatment, and the corrosion resistance of the steel treated with calcium is higher than that of the common carbon-Mn
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Černý, Michal, Josef Filípek, Pavel Mazal, and David Varner. "Notch aspects of RSP steel microstructure." Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis 60, no. 5 (2012): 49–60. http://dx.doi.org/10.11118/actaun201260050049.

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For a rather long time, basic research projects have been focused on examinations of mechanical properties for Rapid Solidification Powder (RSP) steels. These state-of-art steels are commonly known as “powdered steels“. In fact, they combine distinctive attributes of conventional steel alloys with unusual resistance of construction material manufactured by so called “pseudo-powdered” metallurgy.Choice of suitable materials for experimental verification was carried out based on characteristic application of so called “modern steel”. First, groups of stainless and tool steel types (steel grades
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Sidorova, Elena, Andrey V. Karasev, Denis Kuznetsov, and Pär G. Jönsson. "Modification of Non-Metallic Inclusions in Oil-Pipeline Steels by Ca-Treatment." Metals 9, no. 4 (2019): 391. http://dx.doi.org/10.3390/met9040391.

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Corrosion rate in different steel grades (including oilfield pipeline steels) is determined by the presence of non-metallic inclusions (NMI) in steels. Specifically, the effect of different inclusions on the quality of steels depends on their characteristics such as size, number, morphology, composition, and physical properties, as well as their location in the steel matrix. Therefore, the optimization and control of NMI in steels are very important today to obtain an improvement of the material properties of the final steel products. It is well known that a Ca-treatment of liquid steels in la
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Gao, Bing, and B. Wang. "Two Kinds of Cold Working Steel Performance Contrast Research." Applied Mechanics and Materials 271-272 (December 2012): 316–19. http://dx.doi.org/10.4028/www.scientific.net/amm.271-272.316.

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In project practice, Anchor ability of coupled steel bars concrete will higher than cold rolling belt rib steel bars. So, more economical steel bars and cement contents. Through comparative trial about on concretes component of coupled steels bars and cold rolling belt rib steel bars in this article. Summarizes that anchor ability of Low-alloy coupled steels are depending transverse steel, well, steel bars and concretes has the better joint work ability.
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Wu, Guo Sheng, and Yu Tao Wang. "Study on Thermal Fatigue Performance of Cold Work Roll Steel." Applied Mechanics and Materials 117-119 (October 2011): 817–20. http://dx.doi.org/10.4028/www.scientific.net/amm.117-119.817.

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Thermal stability and thermal fatigue performance tests of four kinds of cold work roll steels were done. There are indications that after isothermal 2～6 hours under conditions of 400°C～720°C, the best is 8Cr5SiMoV steel, its thermal stability grows up as isothermal time increase; the second is 8Cr4MoV steel; the worse are 8Cr5MoV steel and 9Cr3MoV steel; and all the thermal stability of four kinds of cold work roll steels are lower than 400°C. Thermal fatigue performance of four kinds of cold work roll steels are basically same as their thermal stability, i.e. the best is 8Cr5SiMoV steel, and
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Zemlik, Martyna, Łukasz Konat, Kacper Leśny, and Krzysztof Jamroziak. "Comparison of Abrasive Wear Resistance of Hardox Steel and Hadfield Cast Steel." Applied Sciences 14, no. 23 (2024): 11141. http://dx.doi.org/10.3390/app142311141.

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Among the materials used for components subjected to abrasive wear, chromium cast iron, hardfaced layers, martensitic steels and Hadfield steel should be singled out. Each of these types of materials exhibits a different morphology of structure and strength properties. Hadfield steel, characterized by an austenitic microstructure, shows the ability to strengthen the subsurface layers by cold work, while maintaining a ductile core. Hardox steels belong to the group of low-alloy martensitic boron steels. However, it should be noted that increasing hardness does not always translate into low wear
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Dissertations / Theses on the topic "Steel"

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Di, Martino Fabio. "Microstructural characterisation of continuously cooled steels and steel welds." Thesis, Loughborough University, 2006. https://dspace.lboro.ac.uk/2134/13615.

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Fe-Mn-Si-C steels are currently the most widely used type of steel for structural, building and automotive applications. Additionally, these steels also find important applications within welded structures, due to their low cost and versatility with regard to chemical composition and heat treatments because of the possibility to tailor their final mechanical properties. The production of a specific component made out of such steels generally involves continuous cooling heat treatments. Therefore, the way in which an optimum balance is achieved between the heat treatment parameters, the alloy c
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Jamwal, Ranbir Singh. "Microstructural origins of variability in the tensile ductility of dual phase steels." Thesis, Georgia Institute of Technology, 2011. http://hdl.handle.net/1853/39477.

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Quantitative relationships among processing parameters, microstructure, and material properties are of considerable interest in the context of development of robust processing routes that optimize the required material properties. As a result, the scientific literature contains a large number of experimental and theoretical studies on microstructure-properties relationships. Fracture sensitive mechanical properties such as ductility, ultimate tensile strength, fatigue life, and fracture toughness depend on the average microstructural parameters as well as the distributions of microstructural p
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Simsir, Mehmet. "Investigation Of Fracture Behavior Of Steel/steel Laminates." Phd thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12604834/index.pdf.

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A study is carried out into fracture behavior of steel/steel laminates both experimentally and through finite element analysis (FEM). The laminates produced by hot pressing consisted of low carbon and medium carbon steels with two volume fractions<br>0.41 and 0.81. Fracture toughness, JIC has been measured using partial unloading technique assuming a critical value of crack extension. The technique is initially applied to monolithic material and then to the laminates in crack divider orientation. Evaluation of fracture toughness of laminates indicates that there is a substantial improvement of
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Cyril, Nisha S. "Anisotropy and Sulfide Inclusion Effects on Tensile Properties and Fatigue Behavior of Steels." Connect to full text in OhioLINK ETD Center, 2007. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=toledo1198808409.

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Thesis (M.S.)--University of Toledo, 2007.<br>Typescript. "Submitted as partial fulfillment of the requirements for the Master of Science Degree in Mechanical Engineering." "A thesis entitled"--at head of title. Bibliography: leaves 204-209.
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Foundoukos, Nickolaos. "Behaviour and design of steel-concrete-steel sandwich construction." Thesis, Imperial College London, 2005. http://hdl.handle.net/10044/1/8819.

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Coyle, Neil Robert. "Development of fully composite steel-concrete-steel beam elements." Thesis, University of Dundee, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.270046.

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Steel-Concrete-Steel (SCS) composite construction consists of two relatively thin steel plates with the space between filled with concrete. Various forms of this construction exist, using overlapping shear studs and single bar connectors to provide shear reinforcement to the concrete and provide a shear transfer at the interface. The problem with current systems that rely purely upon shear studs or bar connectors is that they are prone to slip between the steel faceplates and concrete core. This slip leads to a loss of composite action causing a loss of stiffness and a reduced fatigue life. An
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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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McCann, Robert K. "Loading Capacity of Massillon Steel Joist and Truscon Steel Joist." University of Akron / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=akron1494286003564687.

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Mahdavian, Mahsa. "Innovative Cold-Formed Steel Shear Walls with Corrugated Steel Sheathing." Thesis, University of North Texas, 2016. https://digital.library.unt.edu/ark:/67531/metadc849608/.

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This thesis presents two major sections with the objective of introducing a new cold-formed steel (CFS) shear wall system with corrugated steel sheathings. The work shown herein includes the development of an optimal shear wall system as well as an optimal slit configuration for the CFS corrugated sheathings which result in a CFS shear wall with high ductility, high strength, high stiffness and overall high performance. The conclusion is based on the results of 36 full-scale shear wall tests performed in the structural laboratory of the University of North Texas. A variety of shear walls were
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Nekouie, Esfahani Mohammadreza. "Laser welding of dissimilar carbon steel to stainless steel 316L." Thesis, Loughborough University, 2015. https://dspace.lboro.ac.uk/2134/19760.

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Laser welding of metals and alloys is extensively used in industry due to its advantages of controlled heating, narrow weld bead, low heat affected zone (HAZ) and its ability to weld a wide range of metals and dissimilar metals. Laser welding of dissimilar metals such as carbon steels and stainless steel is still a challenging task, particularly due to the formation of brittle phases in the weld, martensitic formation in the HAZ and solidification cracking in the fusion zone. These issues can significantly deteriorate the strength of the welded joint. The aim of this work is to investigate the
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Books on the topic "Steel"

1

Walker, Kate. Steel. Smart Apple Media, 2004.

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Standardization, International Organization for. Steel. International Organization for Standardization, 1986.

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Standardization, International Organization for. Steel. The Organization, 1986.

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Langley, Andrew. Steel. Thomson Learning, 1993.

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Simonson, Louise. Steel. Troll, 1997.

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Standardization, International Organization for. Steel. International Organization for Standardization, 1986.

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Smith, Dean Wesley. Steel. Tom Doherty Associates Book, 1997.

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Standardization, International Organization for. Steel. International Organization for Standardization, 1986.

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Vaughn, Carrie. Steel. HarperTeen, 2011.

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Armold, Chris. Painted steel: Steel pots, volume II. R.James Bender Pub., 2000.

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Book chapters on the topic "Steel"

1

Levy, Sidney M. "Steel and Steel Structures." In The Construction Superintendent’s Handbook. Springer US, 1992. http://dx.doi.org/10.1007/978-1-4684-8494-6_15.

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Woodhouse, Roger. "Steel." In British Policy towards France, 1945–51. Palgrave Macmillan UK, 1995. http://dx.doi.org/10.1007/978-1-349-24300-6_2.

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Ross, Robert B. "Steel." In Metallic Materials Specification Handbook. Springer US, 1992. http://dx.doi.org/10.1007/978-1-4615-3482-2_45.

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Diethelm, Alois. "Steel." In Constructing Architecture. Birkhäuser Basel, 2005. http://dx.doi.org/10.1007/3-7643-7666-x_6.

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Lall, Sanjaya. "Steel." In Learning to Industrialize. Palgrave Macmillan UK, 1987. http://dx.doi.org/10.1007/978-1-349-18798-0_5.

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Baker, Ian. "Steel." In Fifty Materials That Make the World. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-78766-4_41.

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Moro, José Luis. "Steel." In Building-Construction Design - From Principle to Detail. Springer Berlin Heidelberg, 2024. http://dx.doi.org/10.1007/978-3-662-61742-7_16.

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McDonald, Brian. "Steel." In The World Trading System. Palgrave Macmillan UK, 1998. http://dx.doi.org/10.1057/9780230379701_17.

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Dong, Qiao, Xueqin Chen, Yin Gao, Jianying Hu, Xianhua Chen, and Guangji Xu. "Steel." In Civil Engineering Materials for Transportation Infrastructure. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1300-8_8.

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Qilong, Yong, and Xu Kuangdi. "Steel." In The ECPH Encyclopedia of Mining and Metallurgy. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-0740-1_1129-1.

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Conference papers on the topic "Steel"

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Tullmin, M., and C. M. Hansson. "Electrochemical Noise Measurements on Carbon and Stainless Steel Reinforcing Steels." In CORROSION 1998. NACE International, 1998. https://doi.org/10.5006/c1998-98372.

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Abstract Electrochemical noise measurements were performed on carbon steel and two stainless alloys exposed to a synthetic pore solution at various pH levels. The test results have confirmed the results of other initial research that stainless steel rebars are significantly more corrosion resistant compared with the carbon steel variety. The performance of the S31600 (UNS) alloy was, as expected, the best of the three alloys evaluated and this stainless steel withstood 16% Cl at a pH below 10 in these short term tests. Obviously, corrosive attack could be anticipated at longer test duration an
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Nyborg, Rolf, and Arne Dugstad. "Mesa Corrosion Attack in Carbon Steel and 0.5 % Chromium Steel." In CORROSION 1998. NACE International, 1998. https://doi.org/10.5006/c1998-98029.

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Abstract Local breakdown of protective corrosion films may result in rapid local attack or mesa corrosion attack during CO2 corrosion of carbon steel. The factors affecting formation and local breakdown of protective corrosion films were studied in a series of flow loop experiments performed at 40 - 80 °C with pH 5.8, 1.8 bar CO2 partial pressure, high iron content in the water and flow rates 0.1 - 7 m/s. Carbon steels with or without chromium and nickel additions up to 1 % were tested. Addition of 0.5 % chromium in the steel was found to reduce the tendency for severe mesa attack in carbon st
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Zhang, Zhiwei, Yehan Feng, Lei Yang, and Xiong Chen. "YOLO-Steel: An Enhanced Detection Model for Steel Surface Defects." In 2024 4th International Conference on Electronic Information Engineering and Computer (EIECT). IEEE, 2024. https://doi.org/10.1109/eiect64462.2024.10866507.

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Bullard, S. J., S. D. Cramer, and B. S. Covino. "Atmospheric Corrosion of Steel and Coated Steel in Coastal Environments." In CORROSION 2002. NACE International, 2002. https://doi.org/10.5006/c2002-02216.

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Abstract The state of Oregon is graced with a rugged and beautiful coastline with a zone extending several miles inland that can be highly corrosive. Microclimates, which strongly affect the performance of steel, are created in this zone by precipitation, salt spray, fog, airborne salts, high winds, and solar radiation. Atmospheric corrosion measurements were conducted on one-sided panels to examine the effects of sheltering, orientation, and distance from the ocean on seven bridges, in eight coastal communities, and three inland locations. The test materials included mild steel, thermal-spray
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Nakamura, Masanori, Yuto Shimoirisa, and Shinichi Shioya. "STEEL BAR-TIMBER COMPOSITE BEAM-COLUMN CONNECTION ADOPTING STEEL DAMPER." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0455.

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Bazzoni, B., L. Lazzari, T. Pastore, and P. Pedeferri. "Long Term Laboratory Testing on Buried Stainless Steel Cathodically Protected by Carbon Steel." In CORROSION 1995. NACE International, 1995. https://doi.org/10.5006/c1995-95360.

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Abstract The paper deals with reinforcing soil structures by means of metallic strips. In chloride contaminated soils, reinforcing strips have to overwhelm the severe corrosion on carbon and galvanised steels, as used in standard applications. Stainless steels (more common grade) do not withstand pitting and crevice corrosion when chloride ions. are present. Conversely, the cathodic protection of stainless steels, attained in the perfect passivity potential range, and applied since the beginning, avoids any localised corrosion occurrence. Such a cathodic protection has been obtained by couplin
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Wei, Liang, and Kewei Gao. "Corrosion of Carbon Steel and Cr-containing Alloy Steels in CCS Systems." In CORROSION 2019. NACE International, 2019. https://doi.org/10.5006/c2019-12838.

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Abstract For transporting large amounts of CO2 (compressing to supercritical or liquid state) over long distance during Carbon Capture and Storage process, the most logical and economical option is pipelines network made from carbon steels such as X65 and X70 steels, which, however, is susceptible to corrosion in the supercritical CO2 systems containing free water. This work aims to evaluate the performance of the newly developed Cr-containing steels, which fills the gap between carbon steels and anticorrosion alloys in view of the cost and corrosion resistance, in the static and dynamic water
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Bowerman, Hugh, and John C. Chapman. "Bi-Steel Steel-Concrete-Steel Sandwich Construction." In Composite Construction in Steel and Concrete IV Conference 2000. American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40616(281)57.

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DeGrande, Vic, Ralph Hayden, Joel Olmos, and Jeff Stember. "Steel Specifications for Welded Steel Pipe." In Pipelines 2016. American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479957.124.

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Liu, Haoyu. "Steel selection for UBC steel bridge." In ADVANCES IN ENERGY SCIENCE AND ENVIRONMENT ENGINEERING II: Proceedings of 2nd International Workshop on Advances in Energy Science and Environment Engineering (AESEE 2018). Author(s), 2018. http://dx.doi.org/10.1063/1.5029723.

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Reports on the topic "Steel"

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Troncosa, Kenneth P., Brandon M. Smith, and Tina Joan Tanaka. Ferritic steel melt and FLiBe/steel experiment : melting ferritic steel. Office of Scientific and Technical Information (OSTI), 2004. http://dx.doi.org/10.2172/975251.

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Sherman, D., J. Leach, A. Hayes, et al. Steel initiative: Development of superplastic steel processing. Office of Scientific and Technical Information (OSTI), 1989. http://dx.doi.org/10.2172/5377591.

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Skone, Timothy J. Steel products. Office of Scientific and Technical Information (OSTI), 2016. http://dx.doi.org/10.2172/1509452.

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Knight, Lizzie, and Alan Walker. Green steel. Parliamentary Office of Science and Technology, 2022. http://dx.doi.org/10.58248/pn672.

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Greenhouse gas (GHG) emissions from the iron and steel industry make up 14% of industrial emissions in the UK. Decarbonisation of the steel industry is needed if the UK is to meet its target of net zero GHG emissions by 2050. This POSTnote outlines current steelmaking processes in the UK, the technologies and measures that can be used to reduce CO2 emissions, and the supporting infrastructure and policies that could enable a 'green steel' industry in the UK.
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Buchenauer, Dean A., and Richard A. Karnesky. Stainless Steel Permeability. Office of Scientific and Technical Information (OSTI), 2015. http://dx.doi.org/10.2172/1221706.

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Haas, Bradley J. Steel Strapping Evaluation. Defense Technical Information Center, 1996. http://dx.doi.org/10.21236/ada326983.

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Poweleit, David R., and Raymond W. Monroe. Performance Steel Castings. Defense Technical Information Center, 2012. http://dx.doi.org/10.21236/ada566349.

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Hershberg, Elliot, and Nicholas McCarty. Beyond Steel Tanks. Asimov Press, 2024. http://dx.doi.org/10.62211/72po-11rs.

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Koch, Beavers, and Berry. L51491 Effect of Temperature on Stress-Corrosion Cracking of Pre-Cracked Line-Pipe Steel. Pipeline Research Council International, Inc. (PRCI), 1985. http://dx.doi.org/10.55274/r0010078.

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Research conducted in the Stress-Corrosion-Cracking Phase of the NG-18 program has demonstrated that a number of factors influence the rate of stress-corrosion cracking. These factors are the susceptibility of the steel, the stress level, and loading amplitude, the chemical environment in contact with the steel surface, the electrochemical potential established on the steel surface, and the temperature of the steel/environment system. The temperature, as was pointed out by Fessler et al., has an effect on crack growth rate, the width of the potential range where stress-corrosion cracking occur
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Bates, D. J., S. R. Doctor, P. G. Heasler, and E. Burck. Stainless Steel Round Robin Test: Centrifugally cast stainless steel screening phase. Office of Scientific and Technical Information (OSTI), 1987. http://dx.doi.org/10.2172/5913079.

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