Reference : A component method for cold-formed steel beam-to-column bolted gusset plate joints
Scientific journals : Article
Engineering, computing & technology : Civil engineering
http://hdl.handle.net/2268/202939
A component method for cold-formed steel beam-to-column bolted gusset plate joints
English
Bucmys, Zilvinas []
Daniunas, Alfonsas []
Jaspart, Jean-Pierre mailto [Université de Liège > Département ArGEnCo > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon. >]
Demonceau, Jean-François mailto [Université de Liège > Département ArGEnCo > Département ArGEnCo >]
In press
Thin-Walled Structures
Elsevier Science
Yes (verified by ORBi)
International
0263-8231
[en] semi-rigid joints ; component method ; cold-formed steel members ; innovative joints ; cold-formed steel joints ; analytical model ; numerical investigations ; experimental investigations
[en] Cold-formed steel elements are being used more frequently on construction sites because of the good strength-to-cost ratio. However, insufficient studies are published examining the properties of these constructions. This paper presents a study of cold formed steel bolted gusset plate connections. A “three springs” mechanical model to calculate joint stiffness is presented. Then the results predicted through the proposed model are validated through comparisons to experimental and finite element results.
http://hdl.handle.net/2268/202939

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