Relevant bibliographies by topics / Mechanical constructional steel

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

Academic literature on the topic 'Mechanical constructional steel'

Author: Grafiati
Published: 4 June 2021
Last updated: 2 February 2022

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Journal articles on the topic "Mechanical constructional steel"

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Jung, Jae Hyuk, Sun Gil Kim, and Bruno C. De Cooman. "Mechanical Properties of Micro-Alloyed TRIP Steel." Materials Science Forum 654-656 (June 2010): 242–45. http://dx.doi.org/10.4028/www.scientific.net/msf.654-656.242.

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The micro-alloying concepts have been widely used as a way to optimize the microstructure evolution and improve mechanical properties of conventional constructional steels. In the current study, the effect of micro-alloying on the properties of a multi-phase TRIP steel is analyzed. The micro-alloying of TRIP steel was found to lead to an increase of the yield stress rather than the tensile strength. A physical metallurgical explanation of the effect is proposed.
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Lutsenko, V. A., E. V. Parusov, T. N. Golubenko, O. V. Lutsenko, O. V. Parusov, I. N. Chuiko, L. S. Sahura, and A. I. Sivak. "The interrelation of the chemical composition and mechanical properties of constructional alloyed steels." Fundamental and applied problems of ferrous metallurgy, no. 32 (2018): 328–35. http://dx.doi.org/10.52150/2522-9117-2018-32-328-335.

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The aim of the work is to determine the content intervals of alloying elements in structural alloyed steels, which ensure the obtaining of mechanical properties and the conformity of rolled products to the requirements of European standards. The studies were conducted using a predictive model developed by the Iron and Steel Institute of the National Academy of Sciences of Ukraine, taking into account the full chemical composition of the steel. The regularities of changes in the interatomic interaction parameter on the number of alloying elements in the steel composition and its relationship with mechanical properties are revealed. The dependences of mechanical properties (tensile strength, relative elongation) on the chemical composition of steel are constructed through the physicochemical criterion – the average statistical distance between interacting atoms (structural parameter d). The interrelation between the chemical composition and mechanical properties of chrome-molybdenum structural steels has been established. It is shown that increasing the chromium content increases the tensile strength, and doping with molybdenum and vanadium increases the ductility of rolled products. It was determined that in order to guarantee compliance with the requirements of the ultimate strength (900-1100 MPa) and relative elongation (> 11%) for steel 31CrMoV9, the content of alloying elements should correspond to the following intervals: 2.42-2.62%Cr, 0.2-0, 23%Mo and 0.17-0.20%V. The results obtained make it possible to predict the mechanical properties of doped steel, depending on the actual chemical composition of the steel.
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Borek, Wojciech, Tomasz Linek, Tomasz Tański, Mieczysław Pancielejko, and Marcin Staszuk. "Mechanical and Functional Properties of Cavitation Generators with PVD Functional Coatings Intended for Use in the Cavitation Environment." Key Engineering Materials 813 (July 2019): 234–40. http://dx.doi.org/10.4028/www.scientific.net/kem.813.234.

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The main purpose of this publication was to describe in details the correlation between microhardness and scratch test results of the tested coatings deposited by PVD (Physical Vapour Deposition) method on the cavitation generators working in cavitation environment. First coating in the form of composite layer CrN+WC/C and second WC/C plate coating were deposited on two selected steels which already are used or can be use on constructional elements working in a cavitation wear environment. Steel P265GH is commonly used for pressure devices working at elevated temperatures, with a ferritic – pearlitic structure, and the other tested steel from a group of stainless steels, i.e. chromium – nickel X2CrNi18-9 (304L) steel with an austenitic structure due to its corrosion resistance, it can also be used in these conditions. The tests results obtained allow to conclude composite CrN+WC/C coating exhibit better adhesion than WC/C plate coatings deposited on the both tested constructional steels. A critical load value for the CrN+WC/C coating spans between 29 and 34N and is 35-40% higher than for the plate WC/C coating.
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Dobrzański, Leszek Adam, Wojciech Borek, and Janusz Mazurkiewicz. "Influence of Thermo-Mechanical Treatments on Structure and Mechanical Properties of High-Mn Steel." Advanced Materials Research 1127 (October 2015): 113–19. http://dx.doi.org/10.4028/www.scientific.net/amr.1127.113.

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The aim of this paper is to determine the high-manganese austenite propensity to twinning induced by the cold working and its effect on structure and mechanical properties, and especially the strain energy per unit volume of new-developed high-manganese Fe – Mn – (Al, Si) investigated steel, containing about 24,5 % of manganese, 1% of silicon, 3 % of aluminium and microadditions Nb and Ti with various structures after their heat- and thermo-mechanical treatments. The new-developed high-manganese Fe – Mn – (Al, Si) steel provide an extensive potential for automotive industries through exhibiting the twinning induced plasticity (TWIP) mechanisms. TWIP steel not only show excellent strength, but also have excellent formability due to twinning, thereby leading to excellent combination of strength, ductility, and formability over conventional dual phase steels or transformation induced plasticity (TRIP) steels. Results obtained for high-manganese austenitic steel with the properly formed structure and properties in the thermo-mechanical processes indicate the possibility and purposefulness of their employment for constructional elements of vehicles, especially of the passenger cars to take advantage of the significant growth of their strain energy per unit volume which guarantee reserve of plasticity in the zones of controlled energy absorption during possible collision resulting from activation of twinning induced by the cold working as the fracture counteraction factor, which may result in significant growth of the passive safety of these vehicles' passengers.
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Hanus, Petr, and Eva Schmidová. "The Possibilities of Evaluating the Yield Strength in the Heat Affected Zones of a Weld through Indentation." Defect and Diffusion Forum 368 (July 2016): 20–24. http://dx.doi.org/10.4028/www.scientific.net/ddf.368.20.

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The research focuses on elastic-plastic behaviour of welded joints of materials which are commonly used in both constructional practice and the automotive industry. The examined welded joints are oriented to a common constructional S355 and a modern high-strength steel DOMEX 700MC.The main tool for the assessment of the elastic-plastic response was the methodology based on the instrumented penetration testing with the use of a cylindrical indenter. The indentation tool was applied into narrow zones of welded boundaries. These zones represent critical areas of welded constructions because of a changing structure and different mechanical properties than the basic material possesses. The indentation data were recalculated to the mechanical properties in shear with the help of Hencky ́s hypotheses about material behaviour. The correctness of the used methodology was verified by a tensile test. The aim of the work is to determine optimal methods for defining a yield strength and to find a hardening trend in the zones. The comparison of these steels revealed different changes due to the welding process. A substantial decrease of the yield strength of Domex700MC was observed, as a contrary to a stable, or partially increased, yield strength of the S355 steel. Structural analyses revealed a different material response of the evaluated steels, according to a different hardness in the heat affected zone.
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Dyja, Henryk, Bartosz Koczurkiewicz, and Marcin Knapiński. "The Analyze of Phase Transformations in Ultra Fine Grained Constructional Steel." Materials Science Forum 638-642 (January 2010): 2610–15. http://dx.doi.org/10.4028/www.scientific.net/msf.638-642.2610.

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In the present work, low-carbon ultra grained constructional low-alloyed steel were subjected to thermo-mechanical treatment for modification of microstructure. It shows that microstructure after thermo-mechanical treatment is quite dependent on the alloy composition, conditions of hot deformation, grain size of austenite and cooling rate. The research was provide by using the computer program for thermo and thermo – mechanical treatment. The most optimal variant of heat treatment and thermo – mechanical deformation were obtained. The verifications were provided by the dilatometer with possibility of deformation DIL 805A/D.
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Fu, Jian Xun, Tao Li, Eng Yu Zhu, and Chang Jin Wu. "Technological Process of 500MPa Hot-Rolled Ribbed Steel Bar." Applied Mechanics and Materials 654 (October 2014): 35–38. http://dx.doi.org/10.4028/www.scientific.net/amm.654.35.

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During the state when China’s economy is highly developed and the investing for engineering construction is growing year by year, high strength steel bar has become the most wildly used constructional materials for architecture. 500MPa hot-rolled ribbed steel bar satisfied the requirements for quake-proof and wide-span construction materials for it’s high strength, good ductility and good weldability, 500MPa hot-rolled ribbed steel bar can be produced through different methods, such as micro-alloying, TMCP (thermo mechanical control process), post-rolling residual heat heattreatment. Microalloying process increased the strength and toughness, but the weldability decreased. TMCP and post-rolling residual heat heat-treatment can save the cost of micro-alloying elements, while the demand of equipment is much higher.
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Badji, R., B. Belkessa, H. Maza, M. Bouabdallah, Brigitte Bacroix, and C. Kahloun. "Effect of Post Weld Heat Treatment on Microstructure and Mechanical Properties of Welded 2205 Duplex Stainless Steel." Materials Science Forum 467-470 (October 2004): 217–22. http://dx.doi.org/10.4028/www.scientific.net/msf.467-470.217.

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Duplex stainless steels 2205 are widely used in constructional and petrochemical applications because of their good mechanical and corrosion properties. The objective of this work was to study the influence of aging at high temperature on the austenite and d ferrite equilibrium. After welding by TIG process, duplex stainless steel was aged in the range of 800 – 1150 °C temperatures for 60 min. The microstructure was characterized by metallography and X-ray methods. The toughness of welded structure was also measured.
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Chen, Ju, Yongguang Xiong, Yingqi Zhou, Wen Xue, and Weiliang Jin. "Deterioration of mechanical properties of novel constructional steel material at elevated temperatures." Procedia Engineering 27 (2012): 1602–8. http://dx.doi.org/10.1016/j.proeng.2011.12.627.

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Fedoseev, S. N. "Steel GX120Mn12 Modifying by Ultra Disperse Powders of Refractory Metal Oxides." Applied Mechanics and Materials 770 (June 2015): 49–53. http://dx.doi.org/10.4028/www.scientific.net/amm.770.49.

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The article provides a consideration of the technology of producing steel GX120Mn12 with high manganese content modified by the special modifier to improve constructional durability of details manufactured. The ultra disperse powder of refractory metal oxides was used to carry out the process of modifying. The samples were produced in the series of cast and tested mechanically. Structural research demonstrated improvement of steel microstructure and that of its mechanical characteristics. It also revealed that the size of austenite grain and nonmetallic inclusions on borders of grains were reduced, and sulphide inclusions were dissolved partially. It has positive impact on work characteristics of this steel.
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Dissertations / Theses on the topic "Mechanical constructional steel"

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Silva, Décio Cardoso da. "Influência do tratamento de homogeneização sobre o bandeamento microestrutural em aços de construção mecânica." Universidade de São Paulo, 1995. http://www.teses.usp.br/teses/disponiveis/18/18136/tde-16012012-113013/.

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Os aços de construção mecânica, estão sujeitos a bandeamento microestrutural. Microestruturas bandeadas em aços ao carbono e aços de baixa liga são consequência da microssegregação de elementos de liga gue ocorreu durante a solidificação do lingote original. O tratamento mecânico a quente subsequente, alinha a dendrita primária e após resfriamento, os produtos de transformação, guardarão o mesmo alinhamento. Esta microestrutura é prejudicial quando presente em barras laminadas a quente. Para o aço estudado, SAE 8620 laminado, apresentando uma microestrutura bandeada, foi desenvolvido um ciclo de tratamento de homogeneização com a finalidade de remover esta estrutura e após, as amostras homogeneizadas foram normalizadas para eliminar o superaquecimento consequente. É possivel, eliminar o bandeamento em aços ao carbono e aços de baixa liga mediante ciclos usuais de tratamento térmico.
The mechanical construational steels, are subject microstuctural banding. Banding microstructure in wrought carbon and low alloy steels is consequence of the microsegregation of alloying elements which occurred during the solidification of the original lingot. Subsequent hot work process aligns the former dendrite and after cooling, the transformed products will keep the same tipical alignment. This microstructure is deletérias when present in the hot rolled bars. The steel tipe studied was, SAE 8620, hot rolled and showing a banded structure. A homogenization treatment cicie was developed, to remove this banding. Normalizing heat treatment carried ou t to eliminate the resultant overheating in the homogenized samples. It! s possible to eliminate the banding in low alloy steel and carbon steel finished by means of usually heat treatment.
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Hankins, Steven C. "Standoff screws functioning as mechanical shear connectors in composite joists." Thesis, This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-01242009-063249/.

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Tan, Chien Yung. "Inventory management of steel plates at an oil rig construction company." Thesis, Massachusetts Institute of Technology, 2006. http://hdl.handle.net/1721.1/38287.

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Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 2006.
Includes bibliographical references (leaf 67).
Keppel Fels produces make-to-order oil exploration rigs for the global market. Each rig requires close to 6000 metric tons of steel in the course of its production. Optimal management of this steel is very critical in this line of business. However, in recent years, demand for these rigs has been increasing at a tremendous rate and previous steel management policies are fast becoming unable to cope with this surge of demand. The thesis first looks at characterizing the nature of the demand of steel plates in the company. This led to the identification of key factors of demand, resulting in a classification system of the steel plates according to their demand behavior. This system further led to the crafting of various policies to manage the risks involved in the procurement of the steel plates. We propose to use the newsboy model to minimize the inventory costs, subject to uncertain demand. The conclusion of the thesis presents the optimized steel plate procurement quantities for the company.
by Chien Yung Tan.
M.Eng.
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Dingle, Matthew, and mikewood@deakin edu au. "Elastic behaviour in mechanical draw presses." Deakin University. School of Engineering and Technology, 2001. http://tux.lib.deakin.edu.au./adt-VDU/public/adt-VDU20051017.150247.

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This thesis explores the elastic behaviour of the mechanical double action press and draw die system commonly used to draw sheet metal components in the automotive industry. High process variability in production and excessive time spent in die try-out are significant problems in automotive stamping. It has previously been suggested that the elastic behaviour of the system may contribute to these problems. However, the mechanical principles that cause the press system to affect the forming process have not been documented in detail. Due to a poor understanding of these problems in industry, the elasticity of the press and tools is currently not considered during the die design. The aim of this work was to explore the physical principles of press system elasticity and determine the extent to which it contributes to problems in try-out and production. On the basis of this analysis methods were developed for controlling or accounting for problems during the design process. The application of frictional restraining force to the edges of the blank during forming depends on the distribution and magnitude of the clamping force between the binders surfaces of the draw die. This is an important control parameter for the deep drawing process. It has been demonstrated in this work that the elasticity of the press and draw die can affect clamping force in two ways. The response of the press system, to the forces produced in the press during forming, causes the magnitude of clamping force to change during the stroke. This was demonstrated using measured data from a production press. A simple linear elastic model of the press system was developed to illustrate a definite link between the measured force variation and the elasticity of the press and tools. The simple model was extended into a finite element model of the complete press system, which was used to control a forming simulation. It was demonstrated that stiffness variation within the system could influence the final strains in a drawn part. At the conclusion of this investigation a method is proposed for assessing the sensitivity of a part to clamping force variation in the press during die design. A means of reducing variation in the press through the addition of a simple linear spring element is also discussed. The second part of the work assessed the influence of tool structure on the distribution of frictional restraining forces to the blank. A forming simulation showed that tool stiffness affects the distribution of clamping pressure between the binders. This was also shown to affect the final strains in a drawn part. However, the most significant influence on restraining force was the tendency of the blank to increase in thickness between the binders during forming. Using a finite element approximation of the try-out process it was shown that the structure of the tool would also contribute to the problems currently experienced in try-out where uneven contact pressure distributions are addressed by manually adjusting the tool surfaces. Finally a generalised approach to designing draw die structures was developed. Simple analysis methods were combined with finite element based topology optimisation techniques to develop a set of basic design guidelines. The aim of the guidelines was to produce a structure with uniform stiffness response to a pressure applied at the binder surface. The work concludes with a recommendation for introducing the methods developed in this thesis into the standard production process.
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Lu, Weimiao. "Thermo-mechanical damage modelling for collapse assessment of steel buildings under blast and fire loads." Thesis, City, University of London, 2019. http://openaccess.city.ac.uk/21816/.

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The aim of this research is to develop a coupled thermo-mechanical damage model for implementation in finite element software in support of fire-induced collapse assessment of steel structures. The need for properly modelling steel deterioration behaviour remains a challenging task in structural fire engineering because of the complexity inherent in the damage states of steel at large strains and high temperatures. A fully three-dimensional damage-coupled constitutive model is developed based on the hypothesis of effective space elastoplasticity and isotropic damage theory. The coupled damage is simulated by a coupling formulation between a mechanical damage component and a thermal damage component in attempt to capture the coupled damage growth under combined actions of mechanical loading and fire loading. The proposed damage model comprises a limited number of parameters that could be identified at unloading slopes of stress-strain relationships through tensile coupon tests. Alternatively, an inverse analysis type of calibration procedure could be adopted when coupon test data is unavailable. The proposed damage model is successfully implemented in the finite element software ABAQUS and calibrated with a comprehensive range of experimental results and established numerical results. The damage-affected structural response is accurately reproduced under various loading conditions and a wide temperature range, demonstrating that the proposed damage model is a useful tool in giving a realistic representation of steel deterioration behaviour under combined actions of fire and mechanical loads. Three-dimensional FE models of a five-storey and a ten-storey steel-framed office building are developed in ABAQUS and the proposed damage model is adopted in assessing their susceptibility to progressive collapse. Three types of accidental scenarios are investigated : (i) fire only scenario, (ii) post-blast fire scenario, and (iii) fire-triggered explosion scenario. The location of the compartment where triggering loads occur is varied and the most vulnerable location is at the mid-height of both building systems. Estimation of ultimate failure time by incorporating damage model with the suggested damage parameter set has the potential to be utilized as a useful tool in helping designers to determine how much time is realistically available for evacuation before progressive collapse occurs in this type of buildings. Results show that the proposed damage model significantly affects the limit state of steel buildings under fire, and especially under combined actions of blast and fire. Compared to conventional numerical approaches, the consideration of coupled thermo-mechanical damage accumulation results in an 8.25% ∼ 23.47% decrease of collapse resisting time. A key finding from this study is that the alternative load path, which is a crucial factor in deciding the survival of buildings upon local column failure, may be severely compromised due to the coupled thermo-mechanical damage propagation in surrounding columns. Based on the identified collapse mechanisms, effective strategies are suggested to improve the survivability of buildings under blast and fire.
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Behseta, Farshid. "Deformation and failure of welded steels used in offshore constructions." Thesis, Aston University, 1989. http://publications.aston.ac.uk/15279/.

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Hydrocarbons are the most common form of energy used to date. The activities involving exploration and exploitation of large oil and gas fields are constantly in operation and have extended to such hostile environments as the North Sea. This enforces much greater demands on the materials which are used, and the need for enhancing the endurance of the existing ones which must continue parallel to the explorations. Due to their ease in fabrication, relatively high mechanical properties and low costs, steels are the most widely favoured material for the construction of offshore platforms. The most critical part of an offshore structure prone to failure are the welded nodal joints, particulary those which are used within the vicinity of the splash zones. This is an area of high complex stress concentrations, varying mechanical and metallurgical properties in addition to severe North Sea environmental conditions. The main are of this work has been concerned with the durability studies of this type of steel, based on the concept of the worst case analysis, consisting of combinations of welds of varying qualities, various degrees of stress concentrations and the environmental conditions of stress corrosion and hydrogen embrittlement. The experiments have been designed to reveal significance of defects as sites of crack initiation in the welded steels and the extent to which stress corrosion and hydrogen embrittlement will limit their durability. This has been done for various heat treatments and in some experiments deformation has been forced through the welded zone of the specimens to reveal the mechanical properties of the welds themselves to provide data for finite element simulations. A comparison of the results of these simulations with the actual deformation and fracture behaviour has been done to reveal the extent to which both mechanical and metallurgical factors control behaviour of the steels in the hostile environments of high stress, corrosion, and hydrogen embrittlement at their surface.
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Patil, Shekhar S. "Engineering methodology for considering permanent metal deck forms for stability of bridges during construction." Birmingham, Ala. : University of Alabama at Birmingham, 2008. https://www.mhsl.uab.edu/dt/2008m/patil.pdf.

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Thesis (M.S.)--University of Alabama at Birmingham, 2008.
Additional advisors: James Davidson, Jason Kirby, Talat Salama. Description based on contents viewed Feb. 11, 2009; title from PDF t.p. Includes bibliographical references (p. 97-99).
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Ware, Ryan. "Design and construction of a zinc pot bearing material wear tester." Morgantown, W. Va. : [West Virginia University Libraries], 2002. http://etd.wvu.edu/templates/showETD.cfm?recnum=2554.

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Thesis (M.S.)--West Virginia University, 2002.
Title from document title page. Document formatted into pages; contains xi, 85 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 53).
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Soylu, Osman Alper. "Determination Of Relationship Between Weld Quality And Mechanical Strength In Different Steels." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/2/12605572/index.pdf.

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This study has been conducted to establish a relation between welding quality and strength in various types of steel. This because specification of quality levels higher or lower than required leads to an increase in manufacturing cost. A procedure has been developed to achieve the above objective. In this procedure EN 25817, EN 288-1 and similar welding and nondestructive testing standards have been taken as a basis. Furthermore, effort has been exerted to ensure that welding is performed in a manner that reflects the actual conditions encountered in the industry to the extent possible. The same principles have been pursued in material selection, and the materials have been selected from the low-carbon manufacturing steel types (St37, St44 and St52) that are frequently used in steel construction, boiler manufacturing and similar manufacturing areas. The welded pieces manufactured in accordance with the established procedure have been tested through radiographic and ultrasonic examination methods to check whether they conformed to the welding quality standards set in the procedure. v Quality levels B and C of the EN 25817 standard have been selected for this study. The sizes of potential defects of quality levels have been defined within this standard. In this study, plates with weld seam that has no defect have been used for Quality level B and plates with weld seam having gas pores in sizes specified in the relevant standard have been used for Quality level C. After this stage, the pieces have been subjected to mechanical tests and their strength values have been identified. Thereby, the association between welding quality and strength has been established, enabling us to specify which strength values can be achieved in specific welding quality levels.
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Smith, Richard Dominic. "Hydrogen distribution and redistribution in the weld zone of constructional steels." Thesis, Brunel University, 1999. http://bura.brunel.ac.uk/handle/2438/4617.

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The invention of electric arc welding revolutionized the steel construction industry, but also brought some problems when the welded region has inferior properties compared to the plate metal. A major cause of brittle failure was identi ed as hydrogen embrittlement of the weld zone, although a comprehensive understanding of this phenomenon is not, even now, available. Hydrogen in solution in the weld zone is found in arc welds, due to the intense conditions in the welding arc. There is invariably a sufficient source in the form of moisture and hydrocarbon residue to give a few parts-per-million (ppm) by mass of hydrogen in the weld pool, which is a sufficient concentration to bring the possibility of hydrogen cold cracking in the completed weld. Hydrogen is significantly mobile in steels at room temperature, which is certainly why a few ppm of hydrogen can concentrate on a microscopic scale and initiate cracks, but also means that on a macroscopic scale there is hydrogen dispersion, which can relieve the cracking risk or place hydrogen in hydrogen cracking susceptible regions. The understanding of solubility and mobility of hydrogen in steels of different compositions and microstructures is therefore paramount. The question investigated in this work is whether the characteristics of the weld hydrogen cracking tendency can be explained by the features of weld hydrogen transport, especially when steel selection is a variable. Plate steel ranging from a 0.22%C pearlitic steel to a 0.05%C thermo-mechanically controlled-rolled and accelerated-cooled (TMCR-AC) high strength low alloy (HSLA) steel with no pearlite, plus a 0.4%C non-plate steel, were included in the experimental program. Welds were made with rutile ux-cored-wire (R-FCW) at two hydrogen levels, together with rutile shielded-metal-arc (R-SMA) welds. In order to investigate the di usion rates, a novel experiment has been devised. The welded plate has been milled away at an angle from the underside of the weld to provide increasing distances between the fusion boundary and the plate under-surface. The formation of hydrogen bubbles in glycerol enabled the measurements of the time dependent diffusion distances. The results clearly show a square root time correlation, as expected from the Fickian mechanism and enabled the calculation of diffusion coefficients for different steels. A nearly four fold difference was found between the steels, with the fastest hydrogen movement in the TMCR-AC steel. To reveal the initial distribution of hydrogen some samples were frozen immediately after welding and machined under liquid nitrogen. This test ruled-out any signi cant hydrogen dispersion during the deposition of the weld and during the cooling down period. The experimental data were interpreted using a new numerical computer model, based on random jumps of hydrogen between equivalent lattice sites. It is shown that this numerical model gives identical results to the analytical Fickian approach, but has the advantage that it can be used for any boundary shape. When this model has been applied to the experimental data, some unexpected features have been found. The amount of hydrogen emerging at surfaces distant to the weld was higher than expected from a concentration-driven mechanism; suggesting that a di erent transport mechanism should be applied. The numerical model has also indicated a discontinuity in the hydrogen concentration at the fusion boundary. It is a consequence of the model that hydrogen solubilities and di usivities are inversely related properties of the metal; a feature which is supported by experimental evidence. The tendency of hydrogen cracking to appear in the weld metal rather than in the heat-a ected-zone (HAZ) can thus be explained by higher di usivity of hydrogen in the plate metal. It appears that there is a relationship between the diffusivity and the microstructure, particularly when the content and form of carbon is considered.
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Books on the topic "Mechanical constructional steel"

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Berkhout, C. F. Metallurgy and mechanical properties of multipass submerged arc weld metal in C/MN and low alloy constructional steel. Luxembourg: Commission of the European Communities, 1987.

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Tuhfatullin, Boris. Nonlinear problems of structural mechanics. Methods of optimal design of structures. ru: INFRA-M Academic Publishing LLC., 2021. http://dx.doi.org/10.12737/1201340.

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The textbook discusses methods of optimal design of structures, including methods for minimizing the functions of one and several variables; methods for solving linear and nonlinear programming problems; examples of optimal design of flat steel frames with elements made of rolled and composite I-beams. It is intended for students studying in the specialty 08.05.01 "Construction of unique buildings and structures", undergraduates studying in the training program 08.04.01.24 "Modern technologies of design and construction of buildings and structures", studying the discipline "Nonlinear problems of structural mechanics", as well as for postgraduates of the direction 08.06.01 " Engineering and construction technologies. Construction of buildings and structures", studying the discipline "Construction Mechanics".
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Moseley, Henry. The mechanical principles of engineering and architecture. Alburgh: Archival Facsimiles, 1987.

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Roland, Bärtschi, ed. New types of shear connectors with powder-actuated fasteners. Zurich: Institut für Baustatik und Konstruktion ETH Zürich, 2002.

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American Society of Mechanical Engineers. Winter Meeting. Fatigue initiation, propagation, and analysis for code construction: Presented at the Winter Annual Meeting of the American Society of Mechanical Engineers, Chicago, Illinois, November 27-December 2, 1988. New York, N.Y. (345 E. 47th St., New York 10017): ASME, 1988.

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Li, Guoqiang. Advanced Analysis and Design for Fire Safety of Steel Structures. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013.

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ZnO bao mo zhi bei ji qi guang, dian xing neng yan jiu. Shanghai Shi: Shanghai da xue chu ban she, 2010.

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American Institute of Steel Construction. and Industrial Fasteners Institute. Standards and Technical Practices Committee. Structural Bolting Subcommittee., eds. Mechanical fasteners for steel bridges. Chicago, Ill: AISC Marketing, 1996.

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Design guide for structural hollow sections in mechanical applications. Köln: Verlag TÜV Rheinland, 1995.

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Moseley, Henry. The Mechanical Principles of Engineering and Architecture. Hyperion Books, 1998.

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Book chapters on the topic "Mechanical constructional steel"

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Samuelsson, Anders, Falko Schröter, Gerhard Sedlacek, Christian Müller, Alain Nussbaumer, Bernt Johansson, Torsten Höglund, Peter Collin, and Alberto Miazzon. "High-Performance Steels in Europe." In Use and Application of High-Performance Steels for Steel Structures, 99–146. Zurich, Switzerland: 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 high construction strength but guaranteeing also good fabrication properties such as weldability was introduced into the construction market.</p>
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Pradhan, Shashwati Soumya. "Silpozz and Steel Slag on Mechanical Properties of Concrete." In Advances in Sustainable Construction Materials, 451–59. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-4590-4_43.

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Gontarz, Szymon, Jędrzej Mączak, and Przemysław Szulim. "Online Monitoring of Steel Constructions Using Passive Methods." In Lecture Notes in Mechanical Engineering, 625–35. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-09507-3_54.

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Wang, ZhiGang, FeiMing Xie, ChaoBin Lai, HongWei Li, Qing Zhang, and Diqiang Luo. "High Temperature Hot Deformation Behavior and Constitutive Model Construction of High Quality 51CrV4 Spring Steel." In Lecture Notes in Mechanical Engineering, 191–99. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0107-0_19.

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Senthil Kumar, P. S., S. Marichamy, C. Sivakandhan, B. Stalin, V. Dhinakaran, and I. Satyanarayana. "Evaluation of Material Properties and Abrasive Resistance of Tantalum Carbide-Based Hardox Steel for Construction Purpose." In Lecture Notes in Mechanical Engineering, 69–76. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4739-3_6.

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Cui, Jianhua, and Haidong Su. "3-D FEM Emulation Computation on Surrounding Concrete of Steel Spiral Case Keeping Internal Pressure during Construction." In Computational Mechanics, 286. Berlin, Heidelberg: Springer Berlin Heidelberg, 2007. http://dx.doi.org/10.1007/978-3-540-75999-7_86.

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Araszkiewicz, Krystyna, Aleksander Szerner, and Michal Wrochna. "Information Systems Supporting the Optimization of the Prefabrication Process in the Construction Industry—Case Study of a Steel Plant." In Lecture Notes in Mechanical Engineering, 89–99. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-1910-9_8.

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Wang, De-yong, Yong-ping Wang, Hai-hong Mo, and Ping-shan Chen. "Research on Construction Simulation and Early Warning Method of High Steep Rock Slope." In Proceedings of GeoShanghai 2018 International Conference: Rock Mechanics and Rock Engineering, 99–108. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0113-1_12.

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"Steel structures (general) and composite construction." In Progress in Structural Engineering, Mechanics and Computation, 291–304. CRC Press, 2003. http://dx.doi.org/10.1201/9781482284423-32.

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"Part 18: Steel-concrete composite construction." In Research and Applications in Structural Engineering, Mechanics and Computation, 521–22. CRC Press, 2013. http://dx.doi.org/10.1201/b15963-248.

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Conference papers on the topic "Mechanical constructional steel"

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Xue, Yicong, Yong Yang, Yunlong Yu, and Ruyue Liu. "Experimental study on mechanical performance of partially precast steel reinforced concrete beams." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6942.

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In order to exploit the potentials in mechanical and constructional performance of steel reinforced concrete structures and prefabricated structures, three innovative kinds of partially precast steel reinforced concrete beams, which are abbreviated here as PPSRC, HPSRC and PPCSRC beam, are presented in this paper. The PPSRC beam is composed of two parts, which are the precast outer shell with high-performance concrete and the cast-in-place inner part with common-strength concrete. Meanwhile, on the basis of PPSRC beam, the PPCSRC beam applies castellated steel shape and the HPSRC beam keeps the beam core hollow. With the aim to investigate the mechanical behavior, failure mode and bearing capacity of the PPSRC, PPCSRC and HPSRC beams, a static loading experiment with twenty four specimens was carried out. The effects of aspect ratio, construction method, section shape, concrete flange and strength of concrete were critically examined. Test results indicate that the HPSRC, PPCSRC and PPSRC beams both exhibit similar mechanical performance and bonding performance. The flexural capacity and shear capacity are seldom affected by the construction method and section shape, and increase with the increasing of the cast-in-place concrete strength. The shear strength of the specimens is significantly affected by the concrete flange and aspect ratio.
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Demonceau, Jean-François. "Characterisation of beam-to-column composite joints beyond current Eurocode provisions." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7260.

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In EN 1994-1, design rules are given for the evaluation of the mechanical properties of structural steel-concrete composite joints (rotational stiffness, resistance and ductility) based on the component method offered in EN 1993-1-8 and adding specific components for composite joints. These rules cover only the situations for the joints subjected to shear forces and hogging moments. However, during the last decades, researches have been conducted on the behaviour of composite joints subjected to different kind of actions such as sagging bending moments, cyclic loadings, combined bending moments and axial loads, elevated temperatures etc. with the objective of improving/extending the rules presently proposed in the Eurocodes design rules. As an outcome of the Technical Committee 11 of the European Convention of Constructional Steelwork (ECCS) dedicated to the behaviour of composite structures, a publication summarising these recent developments and their main outcomes is under finalisation. Within the present paper, it is proposed to highlight these main outcomes which could be seen as proposals for future improvements of the beam-to-column provisions in Eurocodes in general and of Eurocode 4 in particular.
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Giannarelli, D., D. Boote, T. Pais, G. M. Vergassala, and G. Penco. "Mechanical Behaviour of Steel Plates with Epoxy Coatings." In Design & Construction of Super & Mega Yachts. RINA, 2015. http://dx.doi.org/10.3940/rina.msy.2015.13.

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Li, Wei, Liye Wang, Yan Liang, and Haruyuki Yamamoto. "Mechanical Characteristics of Asphalt Concrete with Steel Slag Aggregates." In Modern Methods and Advances in Structural Engineering and Construction. Singapore: Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-7920-4_s3-m037-cd.

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Ghosni, Nassim, Bijan Samali, and Hamid Valipour. "Evaluation of the Mechanical Properties of Steel and Polypropylene Fibre-Reinforced Concrete Used in Beam Column Joints." In International Conference on Composite Construction in Steel and Concrete 2013. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479735.030.

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Koganti, Ramakrishna, Sergio Angotti, Armando Joaquin, and Cindy Jiang. "Resistance Spot Welding (RSW) of Advanced High Strength Steels (AHSS) for Automotive Body Construction." In ASME 2007 International Mechanical Engineering Congress and Exposition. ASMEDC, 2007. http://dx.doi.org/10.1115/imece2007-42675.

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There has been a substantial increase in the use of advanced high strength steel in automotive structures in the last few years. The usage of these materials is projected to grow significantly in the next 5–10 years with new safety and fuel economy regulations. Advanced High Strength Steels (AHSS) are getting popular with superior mechanical properties and weight advantages compared to mild steel materials. These new materials have significant manufacturing challenges, particularly for welding and stamping. Proper understanding of the weldability of these materials is critical for successful application in future vehicle programs. Due to high strength nature of AHSS materials, higher weld forces and longer weld times are needed to weld AHSS materials. In this paper, weld lobe development for DP600, and DP780 steels are discussed. DP600 steels were joined with two different weld equipments and three different electrodes and their influence on mechanical properties are discussed. Development work on the effect of weld tips on button size, and shrinkage voids due to different welding variables is discussed. DP780 EG steel (1.0 mm) is also joined to itself. The weld lobes, mechanical properties (tensile shear and cross tension), cross-section examination, and microhardness of 1.0 mm DP780 EG to 1.0 mm DP780 EG weld joint results are discussed.
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Clemente, Isaia, Roberto T. Leon, Salvatore Noé, and Gian A. Rassati. "Interpretation of the Experimental Behavior of Two Semi-Rigid Composite Frames by Means of a By-Component Mechanical Model." In Fifth International Conference on Composite Construction in Steel and Concrete. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40826(186)63.

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Farooq, Sara, Hiroshi Yokota, and Katsufumi Hashimoto. "Mechanical Properties of Steel Fiber Reinforced Concrete Damaged by ASR and Subsequent Corrosion of Steel Fiber." In Fourth International Conference on Sustainable Construction Materials and Technologies. Coventry University, 2016. http://dx.doi.org/10.18552/2016/scmt4d113.

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Amorntipsakul, Saenboon, and Uwe E. Dorka. "Generic Finite Element Model for Mechanically Consistent Scaling of Composite Beam-Column Joint with Welded Connection." In International Conference on Composite Construction in Steel and Concrete 2008. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41142(396)50.

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Koganti, Ramakrishna, Sergio Angotti, Armando Joaquin, and Eric Stiles. "Laser Hybrid Welding of Advanced High Strength Steels (AHSS) for Automotive Body Construction." In ASME 2007 International Mechanical Engineering Congress and Exposition. ASMEDC, 2007. http://dx.doi.org/10.1115/imece2007-43415.

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In response to demands for improved safety standards and fuel economy, automotive OEMs have shown an increased interest for using light weight materials with greater strength. Advanced High Strength Steels (AHSS) have gained popularity due to their superior mechanical properties and weight advantages, as compared to mild steel materials. Welding of AHSS materials remains one of the technical challenges in the successful application of AHSS in automobile structures, especially when durability of the welded structures is required. Currently, various fusion welding processes such as Metal Inert Gas (MIG), Laser and Laser Hybrid are used on mild steel applications. The Laser and Laser Hybrid weld processes continue to gain popularity in automotive applications due to their ability to provide structural integrity and manufacturing efficiency. In laser welding, only a light source is used to join materials together. In laser hybrid, both a light source and metal filler are used to join the materials. In this paper, the laser hybrid joining process on AHSS materials (DP780 and Boron) is investigated. Influence of heat from Laser Hybrid welding process and its effect on the steel is discussed.
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