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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=114876"><dc:title>Hybrid-mixed shell quadrilateral that allows for large solution steps and is low-sensitive to mesh distortion</dc:title><dc:creator>Lavrenčič,	Marko	(Avtor)
	</dc:creator><dc:creator>Brank,	Boštjan	(Avtor)
	</dc:creator><dc:subject>nonlinear shells</dc:subject><dc:subject>quadrilateral element</dc:subject><dc:subject>assumed natural strain</dc:subject><dc:subject>hybrid-mixed formulation</dc:subject><dc:subject>mesh distortion</dc:subject><dc:subject>large solution steps</dc:subject><dc:subject>mesh-distortion sensitivity</dc:subject><dc:description>We compare three nearly optimal quadrilateral finite elements for geometrically exact inextensible-director shell model. Two of them are revisited and one is novel. The assumed natural strain (ANS) element of Ko et al. (Comput Struct 185:1-14, 2017) shows low sensitivity to mesh distortion and excellent convergence behavior for most types of shell problems. The Hu Washizu element with ANS shear strains of Wagner and Gruttmann (Int J Numer Methods Eng, 64:635-666, 2005) allows for large solution steps and is computationally fast. However, both formulations have undesirable weak spots, which we clearly identify by a comprehensive set of numerical examples. We show that a straightforward combination of both formulations results in a novel element that synergizes the positive features and eliminates the weak spots of its predecessors.</dc:description><dc:date>2020</dc:date><dc:date>2020-03-23 09:21:54</dc:date><dc:type>Članek v reviji</dc:type><dc:identifier>114876</dc:identifier><dc:language>sl</dc:language></rdf:Description></rdf:RDF>
