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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>On "A proposed standard set of problems to test finite element accuracy"</dc:title><dc:creator>Zupan,	Dejan	(Avtor)
	</dc:creator><dc:creator>Saje,	Miran	(Avtor)
	</dc:creator><dc:subject>three-dimensional beams</dc:subject><dc:subject>finite element method</dc:subject><dc:subject>standard test problem</dc:subject><dc:description>The standard test problem of MacNeal and Harder (Finite Elem. Anal. Des. 1 (1985) 3) for the verification of spatial beam finite elements, i.e. the deflection of the initially twisted beam, is commented through the analysis of three variants of initially twisted beams: (i) a linearly twisted beam with a constant cross-section; (ii) a non-linearly twisted beam with a constant cross-section; and (iii) a non-linearly twisted beam with variable cross-sections. Our numerical results lead to the conclusion that the twisted beam problem (Finite Elem. Anal. Des. 1 (1985) 3) assumes the linearly twisted, curved-edge beam. (C) 2003 Elsevier B.V. All rights reserved.</dc:description><dc:publisher>Elsevier</dc:publisher><dc:date>2004</dc:date><dc:date>2015-07-10 10:12:37</dc:date><dc:type>Neznano</dc:type><dc:identifier>32160</dc:identifier><dc:identifier>UDK: 624.072:519.63</dc:identifier><dc:identifier>ISSN pri članku: 0168-874X</dc:identifier><dc:identifier>DOI: 10.1016/j.finel.2003.10.001</dc:identifier><dc:identifier>COBISS_ID: 2322529</dc:identifier><dc:identifier>OceCobissID: 579602</dc:identifier><dc:language>sl</dc:language></metadata>
