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Structural behaviour of optimized cold‐formed steel beams [PDF]
Steel Construction, 2020 AbstractCold‐formed steel (CFS) members have been used significantly in light‐gauge steel buildings due to their inherent advantages. Optimizing these CFS members in order to gain enhanced loadbearing capacities will result in economical and efficient building solutions.
Gatheeshgar, P. +5 more
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Mechanical Properties of Steels for Cold‐Formed Steel Structures at Elevated Temperatures [PDF]
Advances in Civil Engineering, 2020 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.
Zhen Nie, Yuanqi Li, Yehua Wang
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Corrosion protection for cold‐formed structural steel elements
Steel Construction, 2021 AbstractUnprotected steel and steel structures exposed to the atmosphere inevitably corrode. For thin‐gauged structures especially, corrosion is critical for stability. Although the reduction in thickness caused by corrosion is insignificant for some structures, in other structures corrosion is unacceptable. Therefore, corrosion protection is a crucial
Britner, Alexander +2 more
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A literature review on cold-formed steel-timber composite structures [PDF]
BioResources, 2021 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
Fabiana Y. Moritani +2 more
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Structural Performance of Cold-Formed Steel (CFS) Structures
Buildings, 2023 Cold-formed steel (CFS) has emerged as a prominent choice for structural components and sections in the construction industry [...]
Keerthan Poologanathan +3 more
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Structural Efficiency Of Cold-Formed Steel Purlins [PDF]
International conference KNOWLEDGE-BASED ORGANIZATION, 2015 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
Vlad Cucu +2 more
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Structural features of cold-formed steel profiles [PDF]
Challenge Journal of Structural Mechanics, 2018 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.
ERDAL, FERHAT +3 more
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An Investigation on Force Modification Factors in Cold-Formed Steel Structures
Teknik Dergi, 2022 The Force Modification Factors defined in the Turkish Seismic Code (2018) for cold-formed steel structures are examined within the scope of this paper. Experimental and analytical studies are carried out on a real-life structure to investigate if the defined coefficients are practically applicable.
Macit YURTSEVER, Serdar SOYÖZ
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Structural behavior of cold-formed stainless steel bolted connections
Thin-Walled Structures, 2014 Abstract This paper presents a series of tests on cold-formed stainless steel bolted connections. The test specimens were fabricated from three different types of stainless steel, including austenitic stainless steel EN1.4301 (AISI 304) and EN1.4571 (AISI 316Ti having small amount of titanium) as well as lean duplex stainless steel EN1.4162 (AISI ...
Young, B, CAI, Y
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Node connections of cold-formed steel structures
Инженерно-строительный журнал, 2011 The article is comparative analysis of node connections in cold-formed structures. Welded, glued, screwed, rivet, bolted connections are examined.Peculiarities of bolted connections are considered, comparison of calculation by various techniques is done.
V. G. Kurazhova, T. V. Nazmeyeva
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