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Journal articles on the topic 'Cold-formed steel'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

Iuorio, Ornella. "Cold-formed steel housing." Pollack Periodica 2, no. 3 (2007): 97–108. http://dx.doi.org/10.1556/pollack.2.2007.3.9.

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2

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.

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3

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

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4

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

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5

Lisantono, Ade, Haryanto Yoso Wigroho, and Meita Ratna Sari. "Cold-Formed Steel-Concrete Beams." Jurnal Teknik Sipil 19, no. 2 (2012): 115. http://dx.doi.org/10.5614/jts.2012.19.2.3.

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6

Murtha‐Smith, Erling, and Paul Magyar. "Cold‐Formed Steel Channel Struts." Journal of Structural Engineering 117, no. 4 (1991): 1276–93. http://dx.doi.org/10.1061/(asce)0733-9445(1991)117:4(1276).

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7

Tomà, A., G. Sedlacek, and K. Weynand. "Connections in cold-formed steel." Thin-Walled Structures 16, no. 1-4 (1993): 219–37. http://dx.doi.org/10.1016/0263-8231(93)90046-d.

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8

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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9

Hannath, P. V., and Joseph Jikhil. "Seismic Behaviour Of Cold-Formed Perforated Steel Columns." Journal of Structural Engineering, its Applications and Analysis 6, no. 3 (2023): 43–67. https://doi.org/10.5281/zenodo.10208450.

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<i>Cold framed steel tube segments are a famous decision among planners and primary specialists because of their solid pressure strength and torsional obstruction. Holes or openings of different shapes and sizes are embedded on underlying steel segments for various purposes, for example, ventilation work, stylish allure, association with different individuals, etc. Holes in a steel part can be made in different ways. A contextual investigation is addressed here to comprehend the way of behaving of cold framed square and rectangular empty segments with two contradicting Center round holes at se

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10

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 (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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11

Zhang, Yu Hua. "Cold-Formed Thin-Walled Steel Framing Residential System." Applied Mechanics and Materials 620 (August 2014): 183–86. http://dx.doi.org/10.4028/www.scientific.net/amm.620.183.

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This paper briefly introduces the cold-formed thin-walled steel residential system, the mechanical behavior analysis on stress of cold-formed thin-walled steel structure residential vertical load and horizontal load, and through compared with cold-formed thin-walled steel structure residential and traditional residential structure, summarized the characteristics of cold-formed steel residential. It is significant that the cold-formed steel residential system will be promoted and applied.

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12

Mengane, Ms Supriya P. "Review on Light Gauge Steel I- Section under Compression with Flange Stiffener." International Journal for Research in Applied Science and Engineering Technology 12, no. 6 (2024): 2065–68. http://dx.doi.org/10.22214/ijraset.2024.62981.

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Abstract: Cold-formed steel structures has increased rapidly in recent times due to significant improvements to manufacturing technologies and development of thin, high strength steels. The use of cold-formed thin walled steel structures has greater than before in recent years, and some built-up section members are aggravated and widely used for their excellent structural behaviors. The differences of global, local and distortional buckling behaviors among members with built-up and single sections are investigated. This paper presents a detailed review on cold-formed steel channel sections, wh

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13

Feng, Guang Hong, Hong Liang Zhang, Pei Zhang, Xu Chang Zhou, and Yong Zhao. "Properties Uniformity Analysis of Cold Formed Steel Sheet Piling." Applied Mechanics and Materials 174-177 (May 2012): 102–8. http://dx.doi.org/10.4028/www.scientific.net/amm.174-177.102.

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Through analyzing the molding process characteristics of cold-formed steel sheet piling, mechanical testing and metallographic analysis was made on the curved position of the U-shaped cold-formed steel sheet piling , the following conclusions was drawn: Cold formed steel sheet pile was subjected to the complex cross-section cold roll forming process, resulting in the uneven performance of a steel sheet piling along the horizontal. For the open cold formed steel of asymmetric steel sheet piling and complex cross section, a simple test at flat panel location is difficult to represent the overall

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14

Abdel-Sayed, George, and Kwok-Cheung Chung. "Composite cold-formed steel–concrete columns." Canadian Journal of Civil Engineering 14, no. 3 (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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15

S Mahmoud, Nabil, Saad ElDeen M AbdRabou, Mohamed Ghannam, and Ahmed A AbdelKader. "Experimental and Theoretical Study of Composite Cold Formed Steel-Concrete Beams." International Journal of Scientific Engineering and Research 7, no. 7 (2019): 1–10. https://doi.org/10.70729/27061901.

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16

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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17

Han, Jun Ke, and Chun Lei Zhang. "Experimental Study on Effect of Cold-Forming Procedures to Cold-Formed Steel Members on Power Transmission Tower." Advanced Materials Research 243-249 (May 2011): 1351–54. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.1351.

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The cold-formed steel member can arrange the most suitable shape of section according to the material needed. It can increase the load capacity and decrease the weight index when it is used for power transmission towers. The effect of cold-forming procedures to cold-formed steel members is different according to the thickness of steel plate or strip. The design method of cold-formed steel members considering the strength in Chinese code of cold-formed thin-wall steel is proposed when the thickness is less than or equals 6mm. In order to study the effect of cold-forming procedures on the streng

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18

Silva, Adriano Toledo, Arlene Maria Cunha Sarmanho, Gabriel Vieira Nunes, Daniel José Rocha Pereira, and Luiz Henrique de Almeida Neiva. "Cold formed steel semi rigid joints." REM - International Engineering Journal 71, no. 4 (2018): 497–504. http://dx.doi.org/10.1590/0370-44672017710121.

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19

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

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20

Young, Ben. "Research on cold-formed steel columns." Thin-Walled Structures 46, no. 7-9 (2008): 731–40. http://dx.doi.org/10.1016/j.tws.2008.01.025.

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21

Schafer, B. W., Z. Li, and C. D. Moen. "Computational modeling of cold-formed steel." Thin-Walled Structures 48, no. 10-11 (2010): 752–62. http://dx.doi.org/10.1016/j.tws.2010.04.008.

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22

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

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23

Harini, B., N. Lingeshwaran, K. Perumal, and K. Aravinthan. "Sustainable design of cold formed steel." Materials Today: Proceedings 33 (2020): 881–85. http://dx.doi.org/10.1016/j.matpr.2020.06.406.

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24

Rhodes, J. "Cold-formed steel design — second edition." Thin-Walled Structures 16, no. 1-4 (1993): 343–44. http://dx.doi.org/10.1016/0263-8231(93)90054-e.

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25

Loughlan, J. "Design of cold-formed steel members." Thin-Walled Structures 16, no. 1-4 (1993): 344–46. http://dx.doi.org/10.1016/0263-8231(93)90055-f.

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26

Kamal, Ahmed Youssef, and Nader Nabih Khalil. "Composite concrete beam with multi-web cold-formed steel section." Challenge Journal of Concrete Research Letters 10, no. 2 (2019): 20. http://dx.doi.org/10.20528/cjcrl.2019.02.001.

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Lately, structural engineers use cold-formed steel sections (CFS) in buildings due to its light-weight and easy shaping. Encasing the cold-formed steel sections by concrete avoiding the structure elements some of its disadvantages especially buckling. This paper reports an experimental test program for beams with a multi-web cold-formed steel section encased by reinforced concrete. Eleven (full-scale) specimens have tested under mid-span concentrated load, the experimental test program designed to cover many cold-formed steel section variables such as (web number, web height, and the steel sec

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27

Thu, Ya Mon, and Selvam Janani. "Buckling Behaviors of Cold-Formed Steel Built-Up Columns under Axial Compression Tests: Review Paper." International Journal of Recent Technology and Engineering (IJRTE) 10, no. 1 (2021): 7–11. https://doi.org/10.35940/ijrte.A5593.0510121.

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In modern-day construction industry, cold-formed steel channels have been more interested as the conventional structural materials in place of hot-rolled steel members in order to reduce the weight of beams and girders without reducing their strength. Cold-formed steel becomes extensively used as structural and non-structural materials in building construction and engineering presentations. Various types of buckling behaviors usually govern the design strength of cold-formed steel channel sections. Because of their complex behaviors, the design guides for cold-formed steel are insufficient to

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28

Wang, Liping, Yanan An, Faxing Ding, et al. "Numerical Investigation of Composite Behavior and Strength of Rectangular Concrete-Filled Cold-Formed Steel Tubular Stub Columns." Materials 14, no. 20 (2021): 6221. http://dx.doi.org/10.3390/ma14206221.

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The objective of this study was to investigate the composite behavior of rectangular concrete-filled cold-formed steel (CFS) tubular stub columns under axial compression. A fine finite 3D solid element model of rectangular concrete-filled cold-formed steel tubular stub column was established by ABAQUS, which utilized a constitutive model of cold-formed steel considering the cold-forming effect and a triaxial plastic-damage constitutive model of the infilled concrete. Good agreement was achieved and the average discrepancy between the experimental and FE results was less than 5%. Based on the v

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29

Cucu, Vlad, Daniel Constantin, and Dan-Ilie Buliga. "Structural Efficiency Of Cold-Formed Steel Purlins." International conference KNOWLEDGE-BASED ORGANIZATION 21, no. 3 (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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30

Mon, Thu Ya, and Janani Selvam. "Buckling Behaviors of Cold-Formed Steel Built-Up Columns under Axial Compression Tests: Review Paper." International Journal of Recent Technology and Engineering 10, no. 1 (2021): 7–11. http://dx.doi.org/10.35940/ijrte.a5593.0510121.

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In modern-day construction industry, cold-formed steel channels have been more interested as the conventional structural materials in place of hot-rolled steel members in order to reduce the weight of beams and girders without reducing their strength. Cold-formed steel becomes extensively used as structural and non-structural materials in building construction and engineering presentations. Various types of buckling behaviors usually govern the design strength of cold-formed steel channel sections. Because of their complex behaviors, the design guides for cold-formed steel are insufficient to

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31

He, Jun, Jing Li, Zhuoyang Xin, and Weian Jiang. "Composite Timber Panel Optimization for a New-type Cold-Formed Steel Shear Wall." Open Construction and Building Technology Journal 11, no. 1 (2017): 255–73. http://dx.doi.org/10.2174/1874836801711010255.

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Background and Methods: This paper illustrates a research on the behavior of the composite timber panels used in a new-type cold-formed steel shear wall, when subjected to monotonic and reversed cyclic in-plane loading. The framing members of this new-type cold-formed steel shear wall are made of cold-formed steels. The inner timber frameworks, sheathed with veneer plywood, form the composite timber panels. Objective: In order to improve the lateral performance of the new-type cold-formed steel shear wall, two different optimized composite timber panels were proposed and tested, namely, increa

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32

Nikitha and Joseph Jikhil. "Behaviour of Cold Formed Prestressed Steel Beams." Journal of Advances in Civil Engineering and Management 5, no. 2 (2022): 1–10. https://doi.org/10.5281/zenodo.7080973.

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Cold Formed Steel (CFS) constructions are gaining more importance in the current era on comparison with the hot rolled sections as they have higher strength to weight ratio, ease in transportation etc. They are easy to construct and wastage of material is minimum as they can be customised on the requirement. Structural shapes which are majorly produced are open sections, closed sections, built up sections such as Cee sections(lipped sections), box sections, U sections etc. Although CFS are highly vulnerable to local instabilities such as local and distortional buckling it is highly recommended

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33

Bitarafan, Mahdi, Youssef Hussein- Zadeh, Farzad Pichkah, and Shahin Lale Arefi. "Finite Elements Modeling and Analysis of Cold-Formed Steel Frame Shear Walls." International Journal of Engineering and Technology 4, no. 6 (2012): 719–22. http://dx.doi.org/10.7763/ijet.2012.v4.471.

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34

Zhang, Qiang, Bo Wang, and Fang Wei Liao. "Based on Entropy Weight and Fuzzy Comprehensive Evaluation Ecological Benefits of the Project—Analysis on Cold-Formed Thin-Walled Steel Residential Structure." Advanced Materials Research 328-330 (September 2011): 943–47. http://dx.doi.org/10.4028/www.scientific.net/amr.328-330.943.

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In this article, the entropy weight and fuzzy comprehensive evaluation methods is applied to Ecological Benefit of cold-formed thin-walled steel residential structure. Designed indicators system of Ecological benefits about cold-formed thin-walled steel residential structure, we divided into nine indicators in the system, then we grant questionnaire through selecting experts of project benefits Evaluation and experts on study about cold-formed thin-walled steel residential structure, Scoring the importance of eco-efficiency indicators, Using the Entropy weight to determine the weights of evalu

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35

Fu, Jian, Xiao Na Sun, and Rong Huang. "Dynamic Analysis of Cold-Formed Steel Villa." Applied Mechanics and Materials 438-439 (October 2013): 1533–36. http://dx.doi.org/10.4028/www.scientific.net/amm.438-439.1533.

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In this paper, the finite element analysis software ANSYS is used for modal analysis and dynamic analysis of a cold-formed steel villa to calculate its natural frequency, vibration period and dynamic time history curves. The analysis provides a basis for cold-formed steel villas design and has a certain reference value for similar projects.

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36

She, Chen Gang, Yan Liu, and Yuan Fei Xu. "Test Research on Self-Tapping Screw Joints of Cold-Formed Steel Frame Shear Walls." Applied Mechanics and Materials 193-194 (August 2012): 1465–69. http://dx.doi.org/10.4028/www.scientific.net/amm.193-194.1465.

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Two different types, one is the OSB panel perpendicular to the cold-formed thin steel and another the OSB panel parallel to the cold-formed thin steel, of self-tapping screw joints of cold-formed steel frame shear walls are tested under the monotonic loading. The load-displacement curves of the test specimens are obtained and the ultimate loads Fu and the corresponding displacements δu of two different types are analyzed. Fianlly, the conclusion that the influence from the direction between OSB and cold-formed thin steel to the performance of tapping screw joints is not significant is pointed

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37

Naser Abdel Rahim, Khalid Abdel. "Thermal Response of Cold Formed Structural Steel Elements Reinforced with FRP Material." Latin American Journal of Applied Engineering 4, no. 1 (2021): 10–12. http://dx.doi.org/10.69681/lajae.v4i1.19.

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In general, several studies have been conducted to improve the load-bearing capacity of cold-formed structural steel elements using FRP strengthening materials. While other researches focus on the use of FRP materials to reinforce cold-formed structural steel elements without thermally testing these elements under fire. On the other hand, other investigations test the thermal capacity of un-strengthened cold-formed steel elements without using FRP materials. Accordingly, it has been found that it is necessary to investigate the thermal response of cold-formed structural steel elements reinforc

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38

Kumbhar, Shweta S. "Flexural Behavior of Cold-Formed Steel I-section Beam under Temperature." International Journal for Research in Applied Science and Engineering Technology 9, no. VII (2021): 2130–37. http://dx.doi.org/10.22214/ijraset.2021.36802.

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The cold-formed steel is becoming popular in construction industry because of its various advantages and flexibility in use. The cold-formed steel is manufactured and molded in desired shape at room temperature hence there is a need to study the behavior of cold-formed steel at high temperature. Most of the research has been already done on various properties of cold-formed steel at high temperature like ductility, stress strain curve, etc. but the study on flexural strength and maximum deflection is yet to be done. Therefore in this project the properties like ultimate load, flexural strength

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39

Solov'ev, Nikolay, Sergey Chizhov, and Yuliya Avdey. "Methodological justification for the calculation of cold-formed steel thin-walled profiles in bridge structures at the project stage." Proceedings of Petersburg Transport University 21, no. 3 (2024): 622–37. http://dx.doi.org/10.20295/1815-588x-2024-03-622-637.

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Objective: perform a comparative analysis of the features of existing theories for calculating cold-formed steel thin-walled profiles, consider the need to develop a calculation methodology and justify the criteria for the applicability of cold-formed steel thin-walled profiles in the main structures of bridge structures, justify the feasibility of using structures from thin-walled cold-formed profiles in relation to bridge construction in order to reduce metal consumption and increase economic efficiency. Methods: a comparison of existing theories for calculating cold-formed steel thin-walled

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40

S.Logesh, R.Ramesh, and Padmanaban I. "Compatability Behaviour on Cold Formed Steel for I Section and C Section in Variable Parameters." International Journal of Innovative Technology and Exploring Engineering (IJITEE) 10, no. 7 (2021): 68–73. https://doi.org/10.35940/ijitee.G8863.0510721.

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This Study represents compatibility on Cold formed steel in I-Section beams and C-section beams with variable length parameters was 1000mm, 1500mm, 2000 mm under simply supported end condition subjected to uniformly distributed loading. The Cold formed steel is of shell type in Numerical simulation is carried out using the Software ABAQUS. For validation the series of parameters studies have been carried out using the numerical model of different parameters, such as the effect of length, width, thickness. CFS I-Section steel in various thickness of 1mm, 2mm, 3mm and 4mm with same loading condi

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41

Rajarajeshwari, N., and J. Jaisurya. "Numerical Modelling and Validation of Cold-Formed Steel Lipped Channel Beam with Web Perforation Subjected to Web Crippling Under ITF Load Case." Journal of Engineering Analysis and Design 5, no. 2 (2023): 1–6. https://doi.org/10.5281/zenodo.7620033.

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<em>Cold-formed steel sections are widely employed in steel construction because they are lighter and more economical than traditional hot-rolled members. Due to their numerous advantages, including a higher load-to-weight ratio, shape flexibility, and availability over relatively long spans, CFS have recently been used in construction. In the structural system, CFS channel sections can be used as joists and purlins; As a result, they are susceptible to various buckling instabilities, such as web crippling. Validation of cold-formed steel lipped channel sections with web openings subjected to

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42

Seleim, S., and R. LaBoube. "Behavior of low ductility steels in Cold-Formed Steel connections." Thin-Walled Structures 25, no. 2 (1996): 135–51. http://dx.doi.org/10.1016/0263-8231(95)00039-9.

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43

Maduliat, Soheila, Priyan Mendis, and Tuan Duc Ngo. "Section classifications for cold-formed channel steel." Proceedings of the Institution of Civil Engineers - Structures and Buildings 167, no. 7 (2014): 426–35. http://dx.doi.org/10.1680/stbu.12.00019.

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44

Schafer, B. W. "Three Books for Cold-Formed Steel Design." Journal of Structural Engineering 128, no. 11 (2002): 1490. http://dx.doi.org/10.1061/(asce)0733-9445(2002)128:11(1490).

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45

de Barros Chodraui, Gustavo Monteiro, Jorge Munaiar Neto, Roberto Martins Gonçalves, and Maximiliano Malite. "Distortional Buckling of Cold-Formed Steel Members." Journal of Structural Engineering 132, no. 4 (2006): 636–39. http://dx.doi.org/10.1061/(asce)0733-9445(2006)132:4(636).

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46

Yener, Muzaffer, and Teoman Pekoz. "Partial Stress Redistribution in Cold‐Formed Steel." Journal of Structural Engineering 111, no. 6 (1985): 1169–86. http://dx.doi.org/10.1061/(asce)0733-9445(1985)111:6(1169).

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47

Yener, Muzaffer, and Teoman Pekoz. "Partial Moment Redistribution in Cold‐Formed Steel." Journal of Structural Engineering 111, no. 6 (1985): 1187–203. http://dx.doi.org/10.1061/(asce)0733-9445(1985)111:6(1187).

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48

Weng, C. C., and Teoman Pekoz. "Compression Tests of Cold‐Formed Steel Columns." Journal of Structural Engineering 116, no. 5 (1990): 1230–46. http://dx.doi.org/10.1061/(asce)0733-9445(1990)116:5(1230).

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49

Weng, C. C., and Teoman Pekoz. "Residual Stresses in Cold‐Formed Steel Members." Journal of Structural Engineering 116, no. 6 (1990): 1611–25. http://dx.doi.org/10.1061/(asce)0733-9445(1990)116:6(1611).

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50

Nguyen, Richard P. "Thin‐Walled, Cold‐Formed Steel Composite Beams." Journal of Structural Engineering 117, no. 10 (1991): 2936–52. http://dx.doi.org/10.1061/(asce)0733-9445(1991)117:10(2936).

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