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<metadata xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:dc="http://purl.org/dc/elements/1.1/"><dc:title>Buckling behavior of cold-formed studs with thermal perforations</dc:title><dc:creator>Garifullin,	Marsel	(Avtor)
	</dc:creator><dc:creator>Sinelnikov,	Alexey	(Avtor)
	</dc:creator><dc:creator>Bronzova,	Maria	(Avtor)
	</dc:creator><dc:creator>Kovačič,	Boštjan	(Avtor)
	</dc:creator><dc:creator>Kamnik,	Rok	(Avtor)
	</dc:creator><dc:subject>structural engineering</dc:subject><dc:subject>steel structures</dc:subject><dc:subject>computer simulations</dc:subject><dc:subject>nonlinear model</dc:subject><dc:description>Studies have shown that the optimal structural scheme for low-rise buildings that meets all regulatory requirements is a frame system. In this connection, thin-walled cold-formed steel (CFS) profiles seem to be the best material for constructing light steel framed (LSF) walls. The framework of LSF walls is usually constructed from CFS C-shaped profiles. To increase the thermal effectiveness of a wall, CFS profiles usually have thermal perforations and thus are called thermoprofiles. However, these openings have a negative impact on bearing capacity of profiles and require accurate evaluation. In this article a relatively new reticular-stretched thermoprofile with diamond-shaped openings is considered. The article deals with the buckling analysis of perforated CFS C-sections subjected to compression.</dc:description><dc:date>2016</dc:date><dc:date>2016-08-29 15:31:47</dc:date><dc:type>Znanstveno delo</dc:type><dc:identifier>62553</dc:identifier><dc:identifier>ISSN: 2261-236X</dc:identifier><dc:identifier>UDK: 624.07</dc:identifier><dc:identifier>OceCobissID: 3328644</dc:identifier><dc:identifier>COBISS_ID: 19739926</dc:identifier><dc:identifier>DOI: 10.1051/matecconf/20167304011</dc:identifier><dc:identifier>ISSN pri članku: 2261-236X</dc:identifier><dc:identifier>NUK URN: URN:SI:UM:DK:3LTNRRGY</dc:identifier><dc:language>sl</dc:language></metadata>
