
The stud construction method with cold-formed profiles has been very successful in North America and Scandinavia for several years under the name cold-formed steel framing. In contrast to the familiar timber frame …
The stud construction method with cold-formed profiles has been very successful in North America and Scandinavia for several years under the name cold-formed steel framing. In contrast to the familiar timber frame construction, the ceiling and wall panels consist of load-bearing cold-formed profiles arranged in a grid of 40 cm to 80 cm and cladding on both sides. The sheet thickness of the profiles is usually 1.0 to 2.0 mm. The connection of the cold profiles with the panelling creates an elastic composite construction, the so-called panel. As with timber frame construction, these panels can be used to reinforce the building as ceiling or wall panels.
A wall panel is then subjected to both vertical and horizontal loads from the ceiling disc. The structure of the wall panels is identical to that of lightweight partition walls. The studs are C-profiles that are placed in the floor and ceiling profiles with a U-cross-section. The panelling is attached to the steel substructure with self-drilling screws. On the basis of several series of tests, a calculation model for the load-bearing behaviour of wall panels made of cold-formed profiles and cladding on both sides was developed at the Institute of Steel Construction and Mechanics of Materials at TU Darmstadt. While in the first series of tests the limit horizontal force of the 1.25 m wide and 2.60 m high panels with different claddings was determined, in the subsequent series of tests the load-bearing behaviour under additional vertical loads was investigated. The connection between the cold-formed profile and the cladding with self-drilling screws is the most important parameter when analysing the load-bearing behaviour of the wall panel. The limit force and load-displacement curves of this connection were therefore determined in a third series of tests. A design method was derived that allows the horizontal loads that can be absorbed to be determined using a simple manual calculation. At the same time, it was shown that when the wall panel is subjected to vertical and horizontal loads, the stabilisation of the cold-formed studs under pressure in the wall plane is ensured. Failure of the tested cold-formed profiles in the wall plane can be ruled out. C-profiles with the usual dimensions in residential construction therefore only need to be verified for bending buckling from the wall plane. If thicker-walled cold-formed profiles are used, however, it must be investigated whether the fasteners can withstand the deflection forces that occur. In conclusion, it can therefore be said that wall panels with cold-formed profiles and cladding on both sides can be used as a bracing system both for transferring horizontal loads from the floor slab and for stabilising the cold-formed profiles. as well as for stabilising the cold profiles. An indispensable basis for statements about the load-bearing behaviour of this composite component is knowledge of the load displacement behaviour of the cold-formed profile-cladding connection.

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