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Test of shear transfer enhancement in symmetric cold-formed steel–concrete composite beams
Journal of Constructional Steel Research, 2009An experimental programme was conducted to study the strength and behaviour of a bent-up tab shear transfer enhancement. Sixty eight push-out test specimens of cold-formed steel lipped channel sections (CFS) embedded in concrete planks which make use of the new proposed shear transfer enhancement called bent-up triangular tab shear transfer (BTTST ...
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Push-out tests on three innovative shear connectors for composite cold-formed steel concrete beams
Construction and Building Materials, 2019Abstract The composite action between concrete and steel makes the use of composite beams in buildings more economical than the use of typical hot-rolled steel beams. This can be attributed to the beam’s lower depth, which significantly reduces the weight of steel.
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Numerical Investigation of Shear Connection in Cold‐formed Steel‐concrete Composite Beam
ce/papers, 2022AbstractResearches show that composite systems made by combining cold‐formed steel (CFS) elements and concrete can produce excellent properties compared to traditional solutions. One of the solution which employs CFS elements and concrete is the subject of research within the LWT‐FLOOR project.
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Numerical study of shear connection in cold-formed steel-concrete composite beam
Proceedings of 8th Symposium on Doctoral Studies in Civil Engineering, 2022Composite systems made by combining cold-formed steel (CFS) and concrete can produce excellent properties compared to traditional solutions. One such innovative solution is the subject of this paper which consists of built-up CFS with corrugated web, connected by spot-welds and concrete slab with innovative type of shear connection. This paper presents
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