Log in

Relevant bibliographies by topics / Steel structures / Journal articles

To see the other types of publications on this topic, follow the link: Steel structures.

Journal articles on the topic 'Steel structures'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the top 50 journal articles for your research on the topic 'Steel structures.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Browse journal articles on a wide variety of disciplines and organise your bibliography correctly.

1

NAMIMURA, Yuichi. "Bolt Steels Used for Steel Structures." Tetsu-to-Hagane 88, no. 10 (2002): 600–605. http://dx.doi.org/10.2355/tetsutohagane1955.88.10_600.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Charnik, Dmitry. "On Effectiveness Issue of Steel Various Grade Use in the Structures of Prefabricated Constructions and Buildings in Northern Climatic Conditions on Russian Federation Territory." Proceedings of Petersburg Transport University 19, no. 4 (2022): 677–84. http://dx.doi.org/10.20295/1815-588x-2022-4-677-684.

Full text

Abstract:

Purpose: To consider the issue on feasibility of using both conventional and stainless steels from the point of view of their application at the construction of buildings and structures made of Light Steel Thin-Walled Structures (LSTWS) in Northern climatic conditions. To identify main advantages and disadvantages in the use of light steel thin-walled structures in construction. To determine the most vulnerable spots at building construction from LSTWS. Methods: When conducting research on the effectiveness of steel various grade application for prefabricated construction and building structur

APA, Harvard, Vancouver, ISO, and other styles

3

Yan, Zhu Ling. "Analysis of Factors Influencing the Performance of Q460 Steel." Applied Mechanics and Materials 599-601 (August 2014): 7–11. http://dx.doi.org/10.4028/www.scientific.net/amm.599-601.7.

Full text

Abstract:

With the development of technology, steel structures have been gaining increasingly widespread application, and the scope of research of steel types is also becoming increasingly broad. In addition to the four common steels used in construction, various mechanical properties and practical application of Q460 steel have also been studied at home and abroad at present. This paper introduces the research status of Q460 steel, describes its mechanical properties and the requirements for steels used in steel building structures, and analyzes the main factors influencing the properties of Q460 steel

APA, Harvard, Vancouver, ISO, and other styles

4

De'nan, Fatimah, Jia Shen Lau, Adham Mohamade Ounahe, Mohamed Inas Kamel, and Nor Salwani Hashim. "Stability Consideration in Design of Steel Structures: A Review." Electronic Journal of Structural Engineering 23, no. 2 (2023): 27–32. http://dx.doi.org/10.56748/ejse.234142.

Full text

Abstract:

The adoption of steel in the construction industry will consistently grow due to rapid urbanisation and the demand of more structures and infrastructures. The main reasons of steel adaptation in construction industry are due to steel attributes that are flexible, sustainable, cost effective and a versatile material. The significant characteristics of steel provide the suitability for the construction of structures such as tall buildings and bridges all around the world. Along with the constant development of technology, the steel industry also aims to increase the sustainability of steel struc

APA, Harvard, Vancouver, ISO, and other styles

5

Gong, Fengyan, André Dürr, and Jochen Bartenbach. "Favourable Steel Structures using High Strength Steels." ce/papers 4, no. 2-4 (2021): 1530–36. http://dx.doi.org/10.1002/cepa.1452.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

Svetlik, M., K. Slama, and J. Kralovec. "Steel structures diagnostic." NDT & E International 27, no. 4 (1994): 219. http://dx.doi.org/10.1016/0963-8695(94)90555-x.

Full text

APA, Harvard, Vancouver, ISO, and other styles

7

Deierlein, G. G. "Steel-framed structures." Progress in Structural Engineering and Materials 1, no. 1 (1997): 10–17. http://dx.doi.org/10.1002/pse.2260010105.

Full text

APA, Harvard, Vancouver, ISO, and other styles

8

Johansson, Bernt, and Milan Veljkovic. "Steel plated structures." Progress in Structural Engineering and Materials 3, no. 1 (2001): 13–27. http://dx.doi.org/10.1002/pse.59.

Full text

APA, Harvard, Vancouver, ISO, and other styles

9

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

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

10

Křivý, Vit, and Lukáš Fabián. "Calculation of Corrosion Losses on Weathering Steel Structures." Applied Mechanics and Materials 188 (June 2012): 177–82. http://dx.doi.org/10.4028/www.scientific.net/amm.188.177.

Full text

Abstract:

The aim of this paper is an introduction of the new developed method for calculation of corrosion losses on structures designed from weathering steels. Apposite calculation of corrosion losses is an essential requirement for resulting determination of corrosion allowances that must be considered when designing steel structures from weathering steels.

APA, Harvard, Vancouver, ISO, and other styles

11

Li, Wen Li. "The Research of Mechanics Based on Reinforced Steel Concrete Structures." Advanced Materials Research 1065-1069 (December 2014): 1858–61. http://dx.doi.org/10.4028/www.scientific.net/amr.1065-1069.1858.

Full text

Abstract:

Through the different rolling and normalizing methods to study the variation of microstructure and mechanical properties of eight groups of steels ,based on the low carbon micro alloy steel as the research object, The results show that, the main structure of steel are ferrite, bainite and a small amount of M-A island group, and granular bainite is helpful to improve the test fire resistance steel; with the increasing of normalizing temperature, the ratio of YS increased gradually, the test steel has high good fire resistance at 790 °C; the faster the cooling speed after rolling, has better fir

APA, Harvard, Vancouver, ISO, and other styles

12

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

13

Lee, Kang Min, Myung Jae Lee, Young Suk Oh, T. S. Kim, and Do Hwan Kim. "Compressive Testing of H-Shaped Steel Stub Columns Fabricated with Grade 800MPa High Performance Steel." Advanced Materials Research 671-674 (March 2013): 646–49. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.646.

Full text

Abstract:

With the increased demand for high-rise and long-span structures, high strength with high performance steels have been utilized for these kind of structures. For the grade 800MPa high performance steel, although it was included in Korean Standard as high strength steel(HSA 800), however the HSA 800 steel was excluded in Korean Building Code-Structures due to the rack of research results for the structural behaviors of members fabricated with HSA 800 steel. Therefore, this paper describes basic study for the design specification of structural members using HSA 800 high performance steel. For th

APA, Harvard, Vancouver, ISO, and other styles

14

Li, Guo Qiang, Yan Bo Wang, Su Wen Chen, and Fei Fei Sun. "Key Issues of Using High Strength Steels in Seismic Structures and some Recent Progress." Applied Mechanics and Materials 166-169 (May 2012): 2444–52. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.2444.

Full text

Abstract:

Since recent advances of technology in material science and increasing demand for high strength steel, Q460 high strength steel has been applied to several landmark buildings and major projects. However, the application of high strength steel in seismic structures is limited by the relative worse ductility, which is usually decreasing with the increasing on yield strength. For this purpose, key issues of using high strength steels in seismic structures are discussed and two design methodologies are proposed. Recent research progress on application of high strength constructional steel achieved

APA, Harvard, Vancouver, ISO, and other styles

15

KHOMA, Myroslav, Svitlana HALAICHAK, Bohdan DATSKO, and Marian CHUCHMAN. "RESEARCH OF PROCESSES OF HYDROGENATION OF CARBON STEEL OF DIFFERENT STRUCTURES IN HYDROGEN SULPHIDE ENVIRONMENTS." Proceedings of the Shevchenko Scientific Society. Series Сhemical Sciences 2022, no. 70 (2022): 169–76. http://dx.doi.org/10.37827/ntsh.chem.2022.70.169.

Full text

Abstract:

The effect of applied static loads, structure, and carbon content in steels on their hydrogenation was investigated in the paper. The content of absorbed hydrogen was determined by the method of vacuum extraction at temperatures of 200, 400, 600 and 800 °С for 720 hours, after corrosion in the NACE solution. It was shown that the hydrogenation of 0.8% C steel in the number of structures: pearlite, sorbite, troostite and martensite increased. The ferrite-pearlite structure of 0.45% C steel was the most intensively hydrogenation (19.4 ppm), sorbitic, troostitic and martensitic - less by 30...50%

APA, Harvard, Vancouver, ISO, and other styles

16

Hu, Zhi Gang, Ping Zhu, Jin Meng, and Xin Min Lai. "Experimental Comparison of Fatigue Characterizations between TRIP and DP Steels." Advanced Materials Research 97-101 (March 2010): 671–74. http://dx.doi.org/10.4028/www.scientific.net/amr.97-101.671.

Full text

Abstract:

Advanced high strength steels are increasingly utilized to realize the lightweight of automotive body for economical and ecological considerations. The fatigue durability of notched components is one of the significant evaluation parameters for reasonable material selection. Strain-controlled fatigue experiments of low-alloy TRIP steel and DP steel with 590MPa grade were performed at room temperature in this study. Experimental results indicate that both fatigue life and cyclic stress amplitude of TRIP steel are superior to those of DP steel at the same strain amplitude. Furthermore, local str

APA, Harvard, Vancouver, ISO, and other styles

17

SZCZUCKA-LASOTA, Bożena, and Tomasz WĘGRZYN. "DISSIMILAR HARDOX AND LOW-ALLOY STEEL IN EXCAVATOR STRUCTURES." Scientific Journal of Silesian University of Technology. Series Transport 124 (September 30, 2024): 217–27. http://dx.doi.org/10.20858/sjsutst.2024.124.15.

Full text

Abstract:

In the structure of excavators and other transport vehicles, it is observed that there is an increasing necessity to weld elements from the Hardox steels. The paper verifies the possibility to obtain accurate DMW (dissimilar metal welds from totally different grades of Hardox 450 steel with S355J2 steel). The microstructure and mechanical tests of the obtained various welds were analysed. Argon-based shielding gases with micro nitrogen additions were used for MAG welding. Gas mixtures with micro nitrogen additions of up to even 2000 ppm and their use in welding are an absolute novelty. The pur

APA, Harvard, Vancouver, ISO, and other styles

18

Aksenova, K. V., E. N. Nikitina, Yu F. Ivanov, and D. A. Kosinov. "Hardening mechanisms of steels with bainite and martensite structures." Izvestiya Visshikh Uchebnykh Zavedenii. Chernaya Metallurgiya = Izvestiya. Ferrous Metallurgy 61, no. 10 (2018): 787–93. http://dx.doi.org/10.17073/0368-0797-2018-10-787-793.

Full text

Abstract:

Martensite and bainite are the most complex structures being formed in steel in heat treatment including the quantitative interpretation. On frequent occasions, the application field of these steels includes the operation at high static and dynamic compression stresses. The thorough and comprehensive analysis of the materials’ structure after different types of treatment enables to use them competently for the manufacturing of the parts and structures providing them with the necessary complex of physical and mechanical properties. The factor determining the mechanical properties of the materia

APA, Harvard, Vancouver, ISO, and other styles

19

Joseline, Dyana, Radhakrishna G. Pillai, and Lakshman Neelakantan. "Initiation of Stress Corrosion Cracking in Cold-Drawn Prestressing Steel in Hardened Cement Mortar Exposed to Chlorides." Corrosion 77, no. 8 (2021): 906–22. http://dx.doi.org/10.5006/3730.

Full text

Abstract:

Cold-drawn, high-strength, prestressing (PS) steel strands are widely used in pretensioned concrete (PTC) structures. This paper discusses the stress corrosion cracking (SCC) of PS steel embedded in cement mortar and gradually exposed to chlorides. Various stages of the passive to active (P-to-A) transition, which marks the onset of SCC, were investigated using the electrochemical impedance spectroscopy technique. The key mechanisms were identified and confirmed using scanning electron microscopy/energy dispersive x-ray analysis, x-ray diffarction, and confocal Raman spectroscopy. It was found

APA, Harvard, Vancouver, ISO, and other styles

20

Polášek, Miroslav, Jaroslav Pokluda, Josef Maryáš, et al. "Research on the Characteristics of Steels Essential for Increasing the Durability of Selected Special Equipment Structures." Key Engineering Materials 1017 (June 18, 2025): 33–42. https://doi.org/10.4028/p-n1ekme.

Full text

Abstract:

Various steels with suitable properties can be used as barrel steel. Most of the steels intended for the production of barrels are low or medium alloy steels. Barrel steels are significantly stressed by high pressures and temperatures during firing. During the shot, various forms of wear occur in the barrels, mostly abrasive, adhesive, and erosive wear. One of the most widely used steels for greater traction, from which barrels are made, is 34CrNiMo6. This steel is normally used for larger calibers, such as artillery, or for more stressed small-caliber weapons. This steel and its derivatives a

APA, Harvard, Vancouver, ISO, and other styles

21

Patil, K. S., and Ajit K. Kakade. "Seismic Response of R.C. Structures With Different Steel Bracing Systems Considering Soil - Structure Interaction." Journal of Advances and Scholarly Researches in Allied Education 15, no. 2 (2018): 411–13. http://dx.doi.org/10.29070/15/56856.

Full text

APA, Harvard, Vancouver, ISO, and other styles

22

Матченко, Т. І., and П. Т. Матченко. "PROPOSALS FOR IMPROVING DSTU B B.2.6210: 2016." Building production, no. 71 (May 22, 2023): 33. http://dx.doi.org/10.36750/2524-2555.71.33-39.

Full text

Abstract:

The analysis of the normative document DSTU B В.2.6210: 2016 on the assessment of the technical condition of steel building structures, which are in operation. In particular, the document does not address the analysis of degradation processes. Does not consider monitoring impacts and loads. Does not consider the calculation of steel structures for cyclic crack resistance, the calculation of structures on the resistance to brittle fracture. The document does not address the definition of a residual resource. Does not consider the issues of reasonable reassignment and extension of the life of s

APA, Harvard, Vancouver, ISO, and other styles

23

Bjorhovde, Reidar. "Realistic Performance Requirements for Steel in Structures." Advances in Structural Engineering 8, no. 3 (2005): 203–15. http://dx.doi.org/10.1260/1369433054349060.

Full text

Abstract:

Steel offers significant advantages for construction: it has high strength and stiffness and ample deformation and stress redistribution capacities for many applications, it does not crack or otherwise fracture under normal conditions, and is available in many grades and geometric forms. On the other hand, structures will be subjected to high deformation demands due to various conditions during fabrication, construction and service. A dynamically loaded structure may experience fatigue or fracture; seismic events create major deformation demands on structural members and connections; and fabri

APA, Harvard, Vancouver, ISO, and other styles

24

Mann, Allan. "Cracks in steel structures." Proceedings of the Institution of Civil Engineers - Forensic Engineering 164, no. 1 (2011): 15–23. http://dx.doi.org/10.1680/feng.2011.164.1.15.

Full text

APA, Harvard, Vancouver, ISO, and other styles

25

Radlbeck, Christina, and Martin Mensinger. "Sustainability of Steel Structures." IABSE Symposium Report 96, no. 4 (2009): 243–49. http://dx.doi.org/10.2749/222137809796088756.

Full text

APA, Harvard, Vancouver, ISO, and other styles

26

Kuramoto, H. "Concrete Encased Steel Structures." Concrete Journal 52, no. 1 (2014): 115–20. http://dx.doi.org/10.3151/coj.52.115.

Full text

APA, Harvard, Vancouver, ISO, and other styles

27

Hancock, G. J. "Cold-formed steel structures." Journal of Constructional Steel Research 59, no. 4 (2003): 473–87. http://dx.doi.org/10.1016/s0143-974x(02)00103-7.

Full text

APA, Harvard, Vancouver, ISO, and other styles

28

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

Full text

APA, Harvard, Vancouver, ISO, and other styles

29

Haarhuis, Kars, and Thomas Wever. "Glass-reinforced steel structures." Glass Structures & Engineering 1, no. 1 (2016): 195–203. http://dx.doi.org/10.1007/s40940-016-0021-6.

Full text

APA, Harvard, Vancouver, ISO, and other styles

30

Nethercot, D. A. "Steel structures-Eurosteel '95." Engineering Structures 18, no. 7 (1996): 564. http://dx.doi.org/10.1016/0141-0296(96)89829-4.

Full text

APA, Harvard, Vancouver, ISO, and other styles

31

Brune, Bettina. "Cold-formed steel structures." Steel Construction 6, no. 2 (2013): 73. http://dx.doi.org/10.1002/stco.201310024.

Full text

APA, Harvard, Vancouver, ISO, and other styles

32

Hicks, John. "Welding old steel structures." Structural Engineer 92, no. 5 (2014): 18–24. https://doi.org/10.56330/liah3912.

Full text

Abstract:

Existing steel structures and plant may need welded modifications or repairs. They may have been designed and built to withdrawn/superseded Standard specifications. In some cases the design and fabrication records may not be available. This paper reviews past UK welding specifications so as to provide guidance on the approaches which can be made to assessing the suitability of an old structure for welding. A list of withdrawn/superseded British Standards, forms an Appendix to this article.

APA, Harvard, Vancouver, ISO, and other styles

33

Liu, Shih-Chi. "Sensors, smart structures technology and steel structures." Smart Structures and Systems 4, no. 5 (2008): 517–30. http://dx.doi.org/10.12989/sss.2008.4.5.517.

Full text

APA, Harvard, Vancouver, ISO, and other styles

34

Afkhami, S., M. Ghafouri, K. Lipiäinen, I. Poutiainen, M. Amraei, and T. Björk. "Effects of laser welding speed on the microstructure and microhardness of ultra-high strength steel S1100." IOP Conference Series: Materials Science and Engineering 1296, no. 1 (2023): 012025. http://dx.doi.org/10.1088/1757-899x/1296/1/012025.

Full text

Abstract:

Abstract Ultra-high strength steels strengthened via thermomechanical processing and low alloying constituents are currently quite popular for industrial applications. The popularity is primarily due to these steels being relatively economical compared with their high-alloy rivals, making them feasible to provide significant strength-to-weight ratios with reasonable costs in steel structures. However, welded joints in most steel structures cannot be avoided, and ultra-high strength steels, due to their thermomechanical strengthening mechanisms, are prone to loss of strength, toughness, or duct

APA, Harvard, Vancouver, ISO, and other styles

35

Bertolini, L., M. Gastaldi, Τ. Pastore, and M. P. Pedeferri. "Korrosion rostfreier Stähle in chloridhaltigem und karbonatisiertem Beton / Corrosion Behaviour of Stainless Steels in Chloride Contaminated and Carbonated Concrete." Restoration of Buildings and Monuments 6, no. 3 (2000): 273–92. http://dx.doi.org/10.1515/rbm-2000-5476.

Full text

Abstract:

Abstract The paper deals with the corrosion resistance of different stainless steels in chloride contaminated and carbonated concrete. Stainless steel reinforcement has a higher corrosion resistance as compared to the normal carbon steel reinforcement; stainless steels can, however, be subject to localized corrosion if the chloride content in the concrete exceeds a certain critical value. This critical value depends on the pH value of the concrete (i.e. carbonated or alkaline concrete), the temperature, the corrosion potential (function of environmental conditions), and the composition and mic

APA, Harvard, Vancouver, ISO, and other styles

36

Mraz, L., and J. Lesay. "Problems with reliability and safety of hot dip galvanized steel structures." Soldagem & Inspeção 14, no. 2 (2009): 184–90. http://dx.doi.org/10.1590/s0104-92242009000200011.

Full text

Abstract:

Hot dip galvanizing is very effective means of protection against corrosion. Some recommendation concerning the steel quality are generally known and accepted. The process consists of cleaning (pickling or sand blasting) and dipping the structures or pieces into liquid zinc bath. The case study of hot dip galvanized steels is presented. Some recent failures of hot dip galvanized welded structures and hot dip galvanized high strength steel screws are presented. Structures were made of S355 grade steel and MIG/MAG process was applied for welding. Large cracks were observed in the vicinity of wel

APA, Harvard, Vancouver, ISO, and other styles

37

Węgrzyn, Tomasz, Bożena Szczucka-Lasota, Adam Jurek, and Piotr Jurek. "Welding of Lifting Equipment Structures Made of Steel DOCOL 1300 M." Materials Science and Welding Technologies 68, no. 5/2024 (2025): 1–4. https://doi.org/10.32730/mswt.2024.68.5.6.

Full text

Abstract:

Because of their high temporary tensile strength and significant fatigue strength, DOCOL steels from the AHSS group (AHSS – Advanced High-Strength Steel) are often used in the fabrication of mobile platforms. The welding of the above-named steels is difficult due to the dominant martensitic structure and requires extensive experience. The article discusses the identification and adjustment of welding parameters appropriate for steel DOCOL 1300M and presents the assessment of the effect of selected process parameters, i.e. filler metal wires, shielding gas mixture and, primarily, the correct pr

APA, Harvard, Vancouver, ISO, and other styles

38

Tian, Xuefeng, Guozhi Zhang, Kun Wang, Xiaobo Yang, Lulu Feng, and Weiguang Yang. "Effects of carbon content and heat treatment on wear-resistance and impact properties of novel cast steels with bainitic and martensitic structure." Journal of Physics: Conference Series 2842, no. 1 (2024): 012066. http://dx.doi.org/10.1088/1742-6596/2842/1/012066.

Full text

Abstract:

Abstract The traditional material for caterpillar boards is mainly Hadfield steel. The wear resistance of the Hadfield steel cannot be fully exerted due to insufficient work hardening during the operation of the caterpillar board. The effects of carbon content and heat treatment on the wear-resistant and impact properties of a novel caterpillar board cast steels with bainitic and martensitic structures have been investigated. The microstructural observation of worn surface topography was performed by scanning an electronic microscope, and the impact toughness was carried out by an impact teste

APA, Harvard, Vancouver, ISO, and other styles

39

Sokolov, Sergey, Ivan Vasilyev, and Konstantin Manzhula. "The strength of welded structures at low climatic temperatures." MATEC Web of Conferences 245 (2018): 08001. http://dx.doi.org/10.1051/matecconf/201824508001.

Full text

Abstract:

Methods for the selection of steels for metal structures were analyzed in accordance with the normative documents GOST 32578-2013, ISO 20332-2015 and F.E.M.1.001. As the example the choice of steel 09G2S was confirmed for a metal structure of a crane, operated at a temperature of minus 55° C. To confirm the correctness of the choice of steel for this design and justify the allowable size of defects, welded samples were tested at temperatures from plus 20 to minus 60° C.

APA, Harvard, Vancouver, ISO, and other styles

40

Babu, P. K. Satheesh, A. Mathiazhagan, and C. G. Nandakumar. "Corrosion Health Monitoring System for Steel Ship Structures." International Journal of Environmental Science and Development 5, no. 5 (2014): 491–95. http://dx.doi.org/10.7763/ijesd.2014.v5.533.

Full text

APA, Harvard, Vancouver, ISO, and other styles

41

Nikulina, Aelita, Vadim Yu Skeeba, Alexandra Chevakinskaya, and Pavel Komarov. "Simulation of Structure Formation Processes of Dissimilar Steels Welded Joints Using an Intermediate Layer." Applied Mechanics and Materials 788 (August 2015): 218–24. http://dx.doi.org/10.4028/www.scientific.net/amm.788.218.

Full text

Abstract:

This paper shows the results of solving a 3D problem to define types of structures and tensions which can appear during the butt contact welding process of dissimilar steels through low carbon steel inserts. The finite element method to calculate welded structures was used. The thickness of inserts was the main variable parameter. According to the results of numerical simulation using inserts can increase the reliability of welded joints between pearlitic high-carbon steel and austenitic chromium-nickel steel. The best result was obtained by using an insert with a thickness less than 20 mm. St

APA, Harvard, Vancouver, ISO, and other styles

42

Li, Li, Jun Ling Tian, Yi Liang Peng, and Guo Xin Li. "Investigation on the Anti-Corrosion Layer of the Power Transmission Steel Structures." Applied Mechanics and Materials 427-429 (September 2013): 400–403. http://dx.doi.org/10.4028/www.scientific.net/amm.427-429.400.

Full text

Abstract:

The power transmission steel structures are used in the outdoor and the durability will be decreased due to the various corrosions, so the structures usually coated the anti-corrosion layers such as hot-dip coating, zinc-rich coating or thermal spray zinc coating. The anti-corrosion layers on three power transmission steel structures in Henan province, China were investigated by the corrosion morphology and the residual coating thickness. The results indicated that the corrosion degree of the bolts is higher than that of the steels, and there are local corrosions occurred on the surface of the

APA, Harvard, Vancouver, ISO, and other styles

43

Liu, Judy. "Steel Structures Research Update: Steel Diaphragm Innovation Initiative." Engineering Journal 56, no. 2 (2019): 123–30. http://dx.doi.org/10.62913/engj.v56i2.1149.

Full text

Abstract:

The Steel Diaphragm Innovation Initiative (SDII) is a multiyear academic-industry partnership to advance the seismic performance of steel floor and roof diaphragms in steel buildings is highlighted. The team includes AISC T.R. Higgins Lectureship Award and AISC Milek Fellowship Award winners for topics ranging from developments in long-span composite slabs to buckling-restrained braced frames to continuity plate detailing for steel moment-resisting connections. The team’s motivations for creating SDII stemmed from issues with respect to the knowledge base for steel diaphragm performance, codes

APA, Harvard, Vancouver, ISO, and other styles

44

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

45

Amul, Singh. "Study on Buildup the Properties of R.C.C. Structures against Fire." International Journal of Trend in Scientific Research and Development 2, no. 3 (2018): 1843–48. https://doi.org/10.31142/ijtsrd11575.

Full text

Abstract:

Fire remains one of the serious potential risks to most buildings and structures. Since concrete is widely used in construction, research on fire resistance of concrete becomes more and more important. Many researchers all over the world have done some researches on this subject. The mechanical properties of all common building materials decrease with elevation of temperature. The behavior of a reinforced concrete structure in fire conditions is governed by the properties of the constituent materials, concrete, and steel, at high temperature. Both concrete and steel undergo considerable change

APA, Harvard, Vancouver, ISO, and other styles

46

Kang, Hyun, Heung Youl Kim, and Oh Sang Kweon. "Evaluation of Behavioral Characteristics of the Fire Resistant Paint by Exposure Temperature." Fire Science and Engineering 37, no. 5 (2023): 44–52. http://dx.doi.org/10.7731/kifse.7db87c58.

Full text

Abstract:

In Korea, industrial complexes for manufacturing and producing various products have been established in the region. Owing to their rapid development and ease of management, most industrial complexes are composed of steel-structured buildings, and only few buildings are reinforced concrete structures. Steel-structure buildings are generally known to have relatively low fire resistance depending on their material characteristics, which necessitates additional fire resistance reinforcement procedures to ensure structural safety. In this study, we experimentally evaluated the behavioral character

APA, Harvard, Vancouver, ISO, and other styles

47

Bach, Friedrich Wilhelm, A. Beniyash, K. Lau, and R. Versemann. "Joining of Steel-Aluminium Hybrid Structures with Electron Beam on Atmosphere." Advanced Materials Research 6-8 (May 2005): 143–50. http://dx.doi.org/10.4028/www.scientific.net/amr.6-8.143.

Full text

Abstract:

Against the background of the required weight reduction in transportation through lightweight construction, the application of hybrid structures, where dissimilar materials are joined together, has a high technical and economical potential. In the field of sheet machining, combinations of steel and aluminium are especially interesting. In comparison to conventional steels, the application of aluminium alloys as supporting materials makes a distinct weight reduction possible. On the other hand, steels have advantages in the fields forming and welding. The application of modern high-strength ste

APA, Harvard, Vancouver, ISO, and other styles

48

Abdulrahimzai, Safi and Halimyar. "Steel Structures Usage and ‎Steel Production: A Case ‎Study in ‎Afghanistan." Kardan Journal of Engineering and Technology 2, no. 1 (2020): 1–19. https://doi.org/10.31841/KJET.2021.9.

Full text

Abstract:

Concrete structures dominant in the construction &lrm;sector and the lack &lrm;of steel structure usage is a &lrm;propagating problem in Afghanistan. This &lrm;problem &lrm;not only affects the steel production industry and &lrm;market but also &lrm;the construction Industry. To &lrm;determine factors contributing to this &lrm;problem and &lrm;their extent, a series of surveys and interviews were &lrm;&lrm;conducted with steel traders, wholesalers, steel &lrm;production companies, &lrm;construction companies, &lrm;and engineers. The collected data was analyzed &lrm;by &lrm;SPSS (Software packa

APA, Harvard, Vancouver, ISO, and other styles

49

Liew, J. Y. Richard, Jia-Bao Yan, and Zhen-Yu Huang. "Steel-concrete-steel sandwich composite structures-recent innovations." Journal of Constructional Steel Research 130 (March 2017): 202–21. http://dx.doi.org/10.1016/j.jcsr.2016.12.007.

Full text

APA, Harvard, Vancouver, ISO, and other styles

50

Yan, Jia-Bao, Jiansheng Fan, Ran Ding, and Xin Nie. "Steel-concrete-steel sandwich composite structures: A review." Engineering Structures 302 (March 2024): 117449. http://dx.doi.org/10.1016/j.engstruct.2024.117449.

Full text

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!