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Research on cold-formed steel columns
Thin-Walled Structures, 2008The paper summarises research on cold-formed steel columns performed by the author. Cold-formed steel members are either cold-rolled or brake-pressed into structural shapes. As a result, cold-formed steel open sections are usually singly-point- or non-symmetric. The most common types of singly-symmetric sections are channel and angle.
Ben Young
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Computational modeling of cold-formed steel
Thin-Walled Structures, 2010The objective of this paper is to provide an overview of computational modeling, both elastic buckling and nonlinear collapse analysis, for cold-formed steel members. Recent research and experiences with computational modeling of cold-formed steel members conducted within the first author's research group at Johns Hopkins University are the focus of ...
Benjamin W Schäfer, Zhanjie Li
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The behavior of cold‐formed steel geopolimeric composites
Structural Concrete, 2023AbstractGeopolymer concrete‐filled cold formed steel composite beams can exhibit high durability and adequate strength. The geopolymer concrete is used to manufacture the cold‐formed steel tubular composite beam due to the significant advantages, such as greater in strength resisting capacity, higher‐energy dissipation capacity, and more stiffness than
Mahmut Kılıç +6 more
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Mechanical Properties of Cold Formed Stainless Steel [PDF]
In this modern and developing era, demand for new buildings and construction ideas are unavoidable. Consequently, scarcity of ever depleting resources has propelled developers to begin new building techniques and construction method. Therefore, a new steel structure, which is widely known as cold-formed steel, is introduced to replace current wall ...
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Cold End Forming Of Welded Steel Tubes
International Journal of Manufacturing, Materials, and Mechanical Engineering, 2011The production of custom and specific tube end shapes by cold end forming using a die is generally limited to seamless tubular parts. Current research work in the field follows the same trend as that of industry and, therefore, there is no accumulated experience, no practical design rules, and no information available in the specialized literature ...
L. M. Alves +2 more
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2002
Discussions of cold formed steel sections, local buckling of plate elements and the design of cold formed steel members and connections.
Rhodes, J., Shanmugam, N.E.
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Discussions of cold formed steel sections, local buckling of plate elements and the design of cold formed steel members and connections.
Rhodes, J., Shanmugam, N.E.
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Connections in cold-formed steel
Thin-Walled Structures, 1993Abstract A survey has been given of the fastening possibilities in cold-formed steel, being mechanical fasteners, welding and adhesive bonding. The selection of a fastening type should not be based only on structural requirements but also on non-structural requirements.
Tomà, A., Sedlacek, G., Weynand, K.
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Optimisation of Cold‐formed steel stud sections [PDF]
The designs of cold formed steel structures are commonly being used for construction across the Australia due to its light weight properties and high strength. It is able to replace the conventional construction of using timber as the structural members.
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Utilization of Cold Work in Cold-Formed Steel
Journal of the Structural Division, 1975An analysis to predict the yield strength of corners in cold-formed steel structural members was presented by Karren in 1967. It is based on plastic theory, using isotropic power-law strain hardening with von Mises’ yield condition and plastic potential. The analysis and consequent design formulas are quite complicated.
Niels C. Lind, Dilip K. Schroff
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Cold Forming and Extrusion of Steel
International Materials Reviews, 1973AbstractThe general terms ‘cold forging’ or ‘cold forming’ are applied to operations in which established processes, such as extrusion, upsetting (heading), drawing, ironing, sinking, coining, swaging, expanding, and thread and form rolling, are combined in a predetermined sequence.
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