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Artykuły w czasopismach na temat „Cold-formed steel structures”

Autor: Grafiati

Data publikacji: 4 czerwca 2021

Data aktualizacji: 20 lutego 2023

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1

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

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

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Schafer, Benjamin W. "Cold-Formed Steel Structures: Special Issue." Journal of Structural Engineering 132, no. 4 (April 2006): 495–96. http://dx.doi.org/10.1061/(asce)0733-9445(2006)132:4(495).

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Rondal, J. "Cold formed steel members and structures." Journal of Constructional Steel Research 55, no. 1-3 (July 2000): 155–58. http://dx.doi.org/10.1016/s0143-974x(99)00083-8.

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Clifton, G. C. "Cold formed sections." Bulletin of the New Zealand Society for Earthquake Engineering 18, no. 4 (December 31, 1985): 397–99. http://dx.doi.org/10.5459/bnzsee.18.4.397-399.

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Schafer, Benjamin W., and Dinar Camotim. "Special Issue on Cold-Formed Steel Structures." Journal of Structural Engineering 139, no. 5 (May 2013): 637–39. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000820.

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Schafer, Benjamin W. "Cold-formed steel structures around the world." Steel Construction 4, no. 3 (August 2011): 141–49. http://dx.doi.org/10.1002/stco.201110019.

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8

Cucu, Vlad, Daniel Constantin, and Dan-Ilie Buliga. "Structural Efficiency Of Cold-Formed Steel Purlins." International conference KNOWLEDGE-BASED ORGANIZATION 21, no. 3 (June 1, 2015): 809–14. http://dx.doi.org/10.1515/kbo-2015-0137.

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Abstract Cold-formed steel structures represents an alternative to classic buildings made of hot rolled steel profiles which bring a lot of savings based on advanced calculations and also some practical measures in order to provide optimum strength and weight ratio. Due to these advantages, cold-formed steel structures are used in more technical fields including automotive industry, storage industry, military sheltering and of course building industry. The paper is focused on the economic impact of using lightweight members for the main applications of these structures – roof structures and cl

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9

Lee, Yeong Huei, Cher Siang Tan, Shahrin Mohammad, Mahmood Md Tahir, and Poi Ngian Shek. "Review on Cold-Formed Steel Connections." Scientific World Journal 2014 (2014): 1–11. http://dx.doi.org/10.1155/2014/951216.

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The concept of cold-formed light steel framing construction has been widespread after understanding its structural characteristics with massive research works over the years. Connection serves as one of the important elements for light steel framing in order to achieve its structural stability. Compared to hot-rolled steel sections, cold-formed steel connections perform dissimilarity due to the thin-walled behaviour. This paper aims to review current researches on cold-formed steel connections, particularly for screw connections, storage rack connections, welded connections, and bolted connect

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10

Hancock, G. J., and C. A. Rogers. "Design of cold-formed steel structures of high strength steel." Journal of Constructional Steel Research 46, no. 1-3 (April 1998): 167–68. http://dx.doi.org/10.1016/s0143-974x(98)80013-8.

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11

Yao, Xing You, Yuan Qi Li, and Zu Yan Shen. "Load-Carrying Capacity Estimation Methods for Cold-Formed Steel Lipped Channel Member Using Effective Width Method." Advanced Materials Research 163-167 (December 2010): 90–101. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.90.

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Distortional buckling may occur for Cold-formed thin-walled steel lipped channel member except local buckling and overall buckling. The buckling of flange and lip are the important factor for the occurrence the distortional buckling. The different design codes have different design method for calculating plate buckling coefficient of flange and lip using the effective width method. So the effective width method in different codes are introduced and the load-carrying capacities of 100 lipped channel section compressive members collected from reference are computed using ‘Cold-formed steel struc

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12

Pedreschi, R. F., B. P. Sinha, and R. Davies. "Advanced Connection Techniques for Cold-Formed Steel Structures." Journal of Structural Engineering 123, no. 2 (February 1997): 138–44. http://dx.doi.org/10.1061/(asce)0733-9445(1997)123:2(138).

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Bae, Sang-Wook, Roger A. LaBoube, Abdeldjelil Belarbi, and Ashraf Ayoub. "Progressive collapse of cold-formed steel framed structures." Thin-Walled Structures 46, no. 7-9 (July 2008): 706–19. http://dx.doi.org/10.1016/j.tws.2008.01.041.

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Davies, J. M. "Recent research advances in cold-formed steel structures." Journal of Constructional Steel Research 55, no. 1-3 (July 2000): 267–88. http://dx.doi.org/10.1016/s0143-974x(99)00089-9.

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15

Hancock, GJ. "Cold-formed steel structures: Research review 2013–2014." Advances in Structural Engineering 19, no. 3 (February 17, 2016): 393–408. http://dx.doi.org/10.1177/1369433216630145.

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16

Abdel-Sayed, George, and Kwok-Cheung Chung. "Composite cold-formed steel–concrete columns." Canadian Journal of Civil Engineering 14, no. 3 (June 1, 1987): 295–301. http://dx.doi.org/10.1139/l87-047.

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A new system of composite columns is developed using lipped cold-formed steel channels with embossments and cast-in-place concrete. The combined action of the embossments and the channel's lips leads to very good bond between the steel and the concrete. It has been found that by replacing the standard longitudinal reinforcing bars by cold-formed steel sections of equal area, the structural performance of the columns remains almost unchanged, while considerable savings are achieved in time and material of construction. The present paper outlines the main characteristics of the proposed columns

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17

Nie, Zhen, Yuanqi Li, and Yehua Wang. "Mechanical Properties of Steels for Cold-Formed Steel Structures at Elevated Temperatures." Advances in Civil Engineering 2020 (July 1, 2020): 1–18. http://dx.doi.org/10.1155/2020/9627357.

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It is highly important to clarify the high-temperature mechanical properties in the design of cold-formed steel (CFS) structures under fire conditions due to the unique deterioration feature in material properties under fire environment and associated reduction to the mechanical performance of members. This paper presents the mechanical properties of widely used steels for cold-formed steel structures at elevated temperatures. The coupons were extracted from original coils of proposed full annealed steels (S350 and S420, with nominal yielding strengths 280 MPa and 350 MPa) and proposed stress

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18

Kravchenko, Galina. "BEHAVIOUR OF SCREW CONNECTIONS IN COLD-FORMED STEEL STRUCTURES." University News. North-Caucasian Region. Technical Sciences Series 4 (December 2019): 51–56. http://dx.doi.org/10.17213/0321-2653-2019-4-51-56.

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Abdel‐Sayed, George, Frank Monasa, and Waynel Siddall. "Cold‐Formed Steel Farm Structures Part II Barrel Shells." Journal of Structural Engineering 111, no. 10 (October 1985): 2090–104. http://dx.doi.org/10.1061/(asce)0733-9445(1985)111:10(2090).

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20

Chung, K. F. "Special Issue on Advances in Cold-Formed Steel Structures." Advances in Structural Engineering 11, no. 6 (December 2008): i. http://dx.doi.org/10.1260/136943308787543612.

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21

Amsyar, Faisal, Cher Siang Tan, Chau Khun Ma, and Arizu Sulaiman. "Review on Composite Joints for Cold-Formed Steel Structures." E3S Web of Conferences 65 (2018): 08006. http://dx.doi.org/10.1051/e3sconf/20186508006.

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Introduction of the lightweight cold-formed steel (CFS) sections to building construction has been well-established these days due to its high structural performance, corrosion resistance, ease of construction and maintenance as well as aesthetic appearance. In the early of 21th century, researchers found out that the structural performance of the CFS can be improved significantly by integrating it with other materials, for instance, concrete, to create the composite system. This is due to concrete material is excellent in compression but less effective to resist tension force. There were litt

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22

Gad, E. F., C. F. Duffield, G. L. Hutchinson, D. S. Mansell, and G. Stark. "Lateral performance of cold-formed steel-framed domestic structures." Engineering Structures 21, no. 1 (January 1999): 83–95. http://dx.doi.org/10.1016/s0141-0296(97)90129-2.

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23

Fiorino, Luigi, Ornella Iuorio, and Raffaele Landolfo. "Seismic analysis of sheathing-braced cold-formed steel structures." Engineering Structures 34 (January 2012): 538–47. http://dx.doi.org/10.1016/j.engstruct.2011.09.002.

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24

Reshetnikov, Alexey A., Vladislav Y. Kornet, and Darya A. Leonova. "Comparative Analysis of Methods for Calculating Cold-Formed Steel Structures." Materials Science Forum 931 (September 2018): 188–95. http://dx.doi.org/10.4028/www.scientific.net/msf.931.188.

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This article presents a comparative analysis of methods for calculating cold-formed steel structures, or light steel thin-walled structures (LSTS), as they are called in Russia, according to domestic and foreign norms. For comparison, the calculation provisions for SR 260.1325800.2016 "Steel thin-walled constructions from cold-bent galvanized sheets" and AISI (American Institute of Ferrous Metallurgy) were taken. For clarity of the solution algorithm, a block diagram for each method is presented. Specific features of calculating the C-shaped cross-section for bending by both methods are indica

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25

Ghareb, AL-Hasnawi Yasser Sami, Andrey V. Shevchenko, and Omar Ismael Alhashimi. "Light Steel Thin -Walled Structures Composite Beam of Cellular Concrete." Materials Science Forum 974 (December 2019): 596–600. http://dx.doi.org/10.4028/www.scientific.net/msf.974.596.

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The cost-efficient field design is very important in the civil engineering. Therefore, the cold-formed steel structures (CFS) are preferred for construction. A Sophisticated CFS structure which uses a Cellular Concrete is implemented in this paper. The utilization Cold-Formed Steel (CFS) structures have become increasingly popular in different fields of building technology. The reasons behind the growing popularity of these products include their fabrication ease, high strength/weight ratio and suitability for a wide range of applications. These advantages can result in more economic designs,

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26

Chung, K. F. "Structural Performance of Cold-Formed Steel Structures with Bolted Connections." Advances in Structural Engineering 8, no. 3 (July 2005): 231–45. http://dx.doi.org/10.1260/1369433054349132.

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This paper presents a number of experimental and theoretical investigations into the structural behaviour of cold-formed steel structures with bolted connections. Firstly, the basic deformation characteristics of bolted fastenings between cold-formed steel strips in lap shear tests is described, and advanced finite element modelling with solid elements as well as contact elements is carried out for comparison. Secondly, the structural behaviour of lapped Z sections with bolted moment connections is reported, and both analytical and numerical predictions on strength and stiffness of lapped Z se

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27

Tunca, Osman, Ferhat Erdal, Arif Emre Sağsöz, and Serdar Çarbaş. "Structural features of cold-formed steel profiles." Challenge Journal of Structural Mechanics 4, no. 2 (June 9, 2018): 77. http://dx.doi.org/10.20528/cjsmec.2018.02.005.

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Using capacity of cold-formed steel sections increases thanks to the opportunities which are offered by the developing technology. Low production cost and variety of profiles that can be produce easy, fast, high quality provide to improve its popularity as a structural material. In production, Sulphur and Phosphorous accumulation region occurs at intersection region of flanges and web of hot rolled steel profile. This causes to decrease strength of profile. Other difference between cold-formed and hot rolled steel sections is that mechanical properties of steel material homogeneously distribut

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28

Yan, Weiming, Tingting Mu, Zhiqiang Xie, and Cheng Yu. "Experimental investigation of typical connections for fabricated cold-formed steel structures." Advances in Structural Engineering 22, no. 1 (June 13, 2018): 141–55. http://dx.doi.org/10.1177/1369433218781901.

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This article presents a comparative investigation on mechanical behavior and construction characteristics of some typical connections in cold-formed thin-walled steel. The lap shear tests of 96 specimens considering four typical connections with a self-piercing rivet, clinching, self-drilling screw, and blind rivet were conducted. The effects of sheet thickness and thickness ratio on failure modes and mechanical behavior of the four types of connections were investigated. Through analyzing the feasibility of mechanic and construction, the applicability of the four types of connections in fabri

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29

Moritani, Fabiana Y., Carlos E. J. Martins, and Alfredo M. P. G. Dias. "A literature review on cold-formed steel-timber composite structures." BioResources 16, no. 4 (September 10, 2021): 8489–508. http://dx.doi.org/10.15376/biores.16.4.moritani.

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State-of-the-art steel-timber composite structures (STC), using cold-formed steel (CFS) and cross-laminated timber (CLT), are considered in this review. Literature on this type of construction solution is reviewed to provide an overview of the characteristics and advantages of STC. Previous experimental and numerical studies with STC structures, mainly composite solutions with CFS beams and CLT panels, are discussed to assess the behavior of this structural typology. A comprehensive description of the connection systems performance in different STC structures is also provided. Furthermore, the

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30

Moritani, Fabiana Y., Carlos E. J. Martins, and Alfredo M. P. G. Dias. "A literature review on cold-formed steel-timber composite structures." BioResources 16, no. 4 (September 10, 2021): 8489–508. http://dx.doi.org/10.15376/biores.16.4.8489-8508.

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State-of-the-art steel-timber composite structures (STC), using cold-formed steel (CFS) and cross-laminated timber (CLT), are considered in this review. Literature on this type of construction solution is reviewed to provide an overview of the characteristics and advantages of STC. Previous experimental and numerical studies with STC structures, mainly composite solutions with CFS beams and CLT panels, are discussed to assess the behavior of this structural typology. A comprehensive description of the connection systems performance in different STC structures is also provided. Furthermore, the

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31

Pawar, Mr Ganapathi. "Beam-Column Connections in Cold-Formed Light Gauge Steel Structures." International Journal for Research in Applied Science and Engineering Technology 6, no. 5 (May 31, 2018): 2681–87. http://dx.doi.org/10.22214/ijraset.2018.5439.

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Chung, K. F., H. C. Ho, A. J. Wang, and W. K. Yu. "Advances in Analysis and Design of Cold-Formed Steel Structures." Advances in Structural Engineering 11, no. 6 (December 2008): 615–32. http://dx.doi.org/10.1260/136943308787543685.

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Hassanein, M. F., Mohamed Elchalakani, and A. A. Elkawas. "Design of cold-formed CHS braces for steel roof structures." Thin-Walled Structures 120 (November 2017): 249–59. http://dx.doi.org/10.1016/j.tws.2017.09.002.

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Yu, Wei-Wen, and Roger A. LaBoube. "University of Missouri-Rolla research on cold-formed steel structures." Thin-Walled Structures 28, no. 3-4 (July 1997): 213–23. http://dx.doi.org/10.1016/s0263-8231(97)00042-6.

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Pedreschi, R. F., and B. P. Sinha. "The potential of press-joining in cold-formed steel structures." Construction and Building Materials 10, no. 4 (June 1996): 243–50. http://dx.doi.org/10.1016/0950-0618(96)00006-2.

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Tilburgs, Kees. "Those peculiar structures in cold-formed steel: “racking & shelving”." Steel Construction 6, no. 2 (May 2013): 95–106. http://dx.doi.org/10.1002/stco.201310016.

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Fiorino, Luigi, Vincenzo Macillo, and Raffaele Landolfo. "Experimental characterization of quick mechanical connecting systems for cold-formed steel structures." Advances in Structural Engineering 20, no. 7 (September 30, 2016): 1098–110. http://dx.doi.org/10.1177/1369433216671318.

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Among the several available building systems, constructions involving cold-formed steel profiles represent an efficient and reliable solution. These systems are very suitable to be used in pre-fabricated modular constructions, thanks to their lightness and possibility to automate the building process. In these systems, connections are usually made with self-tapping screws and play a key role both in fabrication, for reducing assembling times of modular units, and in structural behaviour, particularly for sheathing-braced solutions. In a framework of the European project ELISSA (Energy Efficien

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Ng, Aloysius Yoke Khing, Yeong Huei Lee, Tina Chui Huon Ting, Cher Siang Tan, and Shahrin Mohammad. "FINITE ELEMENT ANALYSIS OF GUSSET PLATE CONNECTION DESIGN FOR COLD-FORMED STEEL FRAMES." Journal of Civil Engineering, Science and Technology 13, no. 1 (April 25, 2022): 59–68. http://dx.doi.org/10.33736/jcest.4484.2022.

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The application of cold-formed steel sections has been extended from secondary members to primary structural members in recent years. This increases the use of gusset plate connections in cold-formed steel since it is a common connection used in steel structures. However, current design codes on connection design do not have a comprehensive method to consider the effects due to the buckling of the thin cold-formed steel sections. Therefore, it is important to develop a more accurate model to predict the capacity of cold-formed steel connections. This paper aims to propose an equation for gusse

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39

Fu, Jian, Zong Liang Wu, Zi Shuai Xu, Yu Ge Li, and Ke Dong Tang. "The Application of Cold-Formed Thin-Walled Steel in A Villa Building Design." Advanced Materials Research 450-451 (January 2012): 922–26. http://dx.doi.org/10.4028/www.scientific.net/amr.450-451.922.

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This paper introduces the material properties of Cold-Formed Thin-Walled Steel, and analyzes the structure and building performance of the structure system, through briefly introducing and analyzing the application of Cold-Formed Thin-Walled Steel Structures in a villa building, to provide reference for the industry.

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Peng, Huai Lin, Feng Zhou, and Le Wei Tong. "Experimental Investigation of Cold-Formed Steel Tubes Subjected to Web Crippling." Applied Mechanics and Materials 166-169 (May 2012): 322–28. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.322.

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A series of tests on cold-formed steel square and rectangular hollow sections subjected to web crippling is reported in this paper. The web crippling tests were conducted under two loading conditions of end-two-flange (ETF) and interior-two-flange (ITF), which are specified in the current North American Specification for cold-formed steel structures. The concentrated load was applied by means of bearing plates, which act across the full flange width of the specimen sections. Different bearing lengths were investigated. The test specimens were fabricated by cold-rolling from steel sheet with no

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41

Ghareb, AL-Hasnawi Yasser Sami, Omar Ismael Alhashimi, Andrey V. Shevchenko, and Nowruzi Mohammad Shoja. "Experimental Investigation on Flexural Behavior of Cold Formed Beams with Lightweight Concrete." Materials Science Forum 992 (May 2020): 149–55. http://dx.doi.org/10.4028/www.scientific.net/msf.992.149.

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In recent years, thin-walled, cold-formed steel (CFS) structural members have gained expanding use in building construction and various sorts of structural systems [1,2,3].The utilization Cold-Formed Steel (CFS) structures has become progressively popular in different fields of building technology. The reasons behind the developing popularity of these products include their ease of fabrication, high strength/weight ratio and suitability for a wide range of applications. These advantages can result in more economic designs, as compared with hot-rolled steel, especially in short-span application

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42

Chen, Ming, and Yang Sun. "Study on Load-Carrying Performance of Short Axially-Loaded Column with Gusset Plate between Double Cold-Formed Thin-Walled C Steel." Applied Mechanics and Materials 166-169 (May 2012): 526–29. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.526.

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Technical Code for Design of Cold-formed Thin-wall Steel Structures mainly provides single-limb and lattice sections of axially-loaded members of cold-formed thin-walled steel, and there is no related design method for compound section. In this paper, combined the relevant test datas, the load-carrying performance of short axially-loaded column with gusset plate between double cold-formed C steel were analyzed through effective width method from code and DSM. By comparing the computing results with test results, it indicates that the computing results of DSM are more consistent with the test d

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43

Eid, Nathalie, and Attila László Joó. "Numerical simulation of ultra‐lightweight concrete encased cold‐formed steel structures." ce/papers 4, no. 2-4 (September 2021): 407–14. http://dx.doi.org/10.1002/cepa.1310.

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Hegyi, Péter, and László Dunai. "Experimental investigations on ultra-lightweight-concrete encased cold-formed steel structures." Thin-Walled Structures 101 (April 2016): 100–108. http://dx.doi.org/10.1016/j.tws.2016.01.003.

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Pehlivan, Baris Mert, Eray Baran, and Cem Topkaya. "An energy dissipating hold down device for cold-formed steel structures." Journal of Constructional Steel Research 166 (March 2020): 105913. http://dx.doi.org/10.1016/j.jcsr.2019.105913.

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Davies, R., R. Pedreschi, and B. P. Sinha. "The shear behaviour of press-joining in cold-formed steel structures." Thin-Walled Structures 25, no. 3 (July 1996): 153–70. http://dx.doi.org/10.1016/0263-8231(96)00004-3.

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Rasmussen, Kim, and Alex Gouch. "The Background of AS/NZS4673:2001 – Cold-formed Stainless Steel Structures." IABSE Symposium Report 86, no. 4 (January 1, 2002): 21–31. http://dx.doi.org/10.2749/222137802796337350.

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Stsepaniuk, Vasili, Andrei Shuryn, Dmitry Zhdanov, and Pavel Tsikhanchuk. "Cold-formed Steel Framing of a Dairy Products Warehouse in Brest, Belarus." MATEC Web of Conferences 350 (2021): 00014. http://dx.doi.org/10.1051/matecconf/202135000014.

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The main advantages and disadvantages of cold-formed steel framed structures are discussed, and the basic principles for their analysis and design are considered. Some specific structural features of the thinwalled cold-formed steel framing of a dairy warehouse designed by Proektnauka LLC (Brest, RB), are described, and several recommendations so as to improve its structural design are given.

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49

Zhang, Jialiang, Keting Tong, Pei Wu, and Yushun Li. "Research Status on Steel-bamboo Composite Structure." MATEC Web of Conferences 275 (2019): 01018. http://dx.doi.org/10.1051/matecconf/201927501018.

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This paper presents a new type of lightweight composite structural system using bamboo-based panel and cold-formed thin-walled steel. The bamboo-based panel and cold-formed steel with C-section and U-section or profiled steel sheet can form various steel-bamboo composite members, including composite slab, composite wall, composite beam and composite column, utilizing structural adhesive or adhesive-screw reinforced joins. The paper summarizes the section design, mechanical experiments of the steel-bamboo composite structures based on the application of bamboo-based panel in modern building str

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Sun, Yanan, Pengfei Li, and Guojin Qin. "Study on Calculation of Bearing Capacity of Axially Loaded CFRP-Strengthened Cold-Formed Thin-Walled Lipped Channel Steel Columns." Advances in Civil Engineering 2020 (October 19, 2020): 1–16. http://dx.doi.org/10.1155/2020/9682929.

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With the development of carbon fiber reinforced composites and the continuous improvement of the properties of bonding agents, scholars recommended using carbon fiber reinforced plastics (CFRP) to enhance cold-formed thin-walled C-shaped steel structures. It can provide a fast and effective way to strengthen and repair damaged steel structures. However, discussion on the bearing capacity calculation of cold-formed thin-walled C-section steel column strengthened by CFRP was limited. Also, the relevant influencing factors (the number of CFRP reinforcement layers), the orientation of CFRP (horizo

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