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<rdf:RDF xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:dc="http://purl.org/dc/elements/1.1/"><rdf:Description rdf:about="https://repozitorij.uni-lj.si/IzpisGradiva.php?id=32161"><dc:title>The three-dimensional beam theory</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>three-dimensional rotations</dc:subject><dc:subject>curvature</dc:subject><dc:subject>finite element method</dc:subject><dc:description>article introduces a new finite element formulation of the three-dimensional `geometrically exact finite-strain beam theory'. The formulation employs the generalized virtual work principle with the pseudo-curvature vector as the only unknown function. The solution of the governing equations is obtained by using a combined Galerkin-collocation algorithm. The collocation ensures that the equilibrium and the constitutive internal force and moment vectors are equal at a set of chosen discrete points. In Newton's iteration special update procedures for the pseudo-curvature and rotational vectors have to be employed because of the non-linearity of the configuration space. The accuracy and the efficiency of the derived numerical algorithm are demonstrated by several examples. (C) 2003 Civil-Comp Ltd. and Elsevier Ltd. All rights reserved.</dc:description><dc:publisher>Elsevier</dc:publisher><dc:date>2003</dc:date><dc:date>2015-07-10 10:12:38</dc:date><dc:type>Neznano</dc:type><dc:identifier>32161</dc:identifier><dc:language>sl</dc:language></rdf:Description></rdf:RDF>
