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- W2188444564 abstract "Recently industrial buildings make use of coldformed steel because of its light weight and load bearingbehavior. For any steel frame connections, gusset plate andangles are most convenient way to connect beam-column. Oneof the earliest ways of connecting Cold Form Steel sections is by using self drilling screws. In order to study the behaviour of beam-column connectors, this paper presents a numerical studies carried on connections of a cantilever by lipped channel sections using five models with 3mm gusset plate thickness and placing beam 0, 2, 4, 6, 8 and 10mm away from the column. Failure modes are classified and load-displacement curves, stiffness of joints are compared. Bearing failure in section around the connection and buckling of the gusset plate are modes of failure observed" @default.
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- W2188444564 date "2015-05-01" @default.
- W2188444564 modified "2023-09-27" @default.
- W2188444564 title "Numerical investigation on the behaviour of cold formed steel beam column joint under monotonic loading" @default.
- W2188444564 hasPublicationYear "2015" @default.
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