• search hit 1 of 12
Back to Result List

A method for the elimination of shear locking effects in an isogeometric Reissner-Mindlin shell formulation

  • Shell elements for slender structures based on a Reissner-Mindlin approach struggle in pure bending problems. The stiffness of such structures is overestimated due to the transversal shear locking effect. Here, an isogeometric Reissner-Mindlin shell element is presented, which uses adjusted control meshes for the displacements and rotations in order to create a conforming interpolation of the pure bending compatibility requirement. The method is tested for standard numerical examples.

Export metadata

Additional Services

Search Google Scholar
Metadaten
Author: Georgia Kikis, Wolfgang DornischORCiD, Sven Klinkel
DOI:https://doi.org/10.18419/opus-9334
Title of the source (English):Proceedings of the 7th GACM Colloquium on Computational Mechanics for Young Scientists from Academia and Industry, October 11-13, 2017 in Stuttgart, Germany
Publisher:Institute for Structural Mechanics University of Stuttgart
Place of publication:Stuttgart
Document Type:Conference publication peer-reviewed
Language:English
Year of publication:2017
First Page:500
Last Page:503
Faculty/Chair:Fakultät 6 Architektur, Bauingenieurwesen und Stadtplanung / FG Statik und Dynamik
Einverstanden ✔
Diese Webseite verwendet technisch erforderliche Session-Cookies. Durch die weitere Nutzung der Webseite stimmen Sie diesem zu. Unsere Datenschutzerklärung finden Sie hier.