In this work we study isogeometric collocation methods for the Timoshenko beam problem, considering both mixed and displacement-based formulations. In particular, we show that locking-free solutions are obtained for mixed methods independently on the approximation degrees selected for the unknown fields. Moreover, several numerical tests are provided in order to support our theoretical results and to show the good behavior and the flexibility of isogeometric collocation methods in this context. © 2012 Elsevier B.V.

BEIRAO DA VEIGA, L., Lovadina, C., Reali, A. (2012). Avoiding shear locking for the Timoshenko beam problem via isogeometric collocation methods. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 241, 38-51 [10.1016/j.cma.2012.05.020].

Avoiding shear locking for the Timoshenko beam problem via isogeometric collocation methods

BEIRAO DA VEIGA, LOURENCO
Primo
;
2012

Abstract

In this work we study isogeometric collocation methods for the Timoshenko beam problem, considering both mixed and displacement-based formulations. In particular, we show that locking-free solutions are obtained for mixed methods independently on the approximation degrees selected for the unknown fields. Moreover, several numerical tests are provided in order to support our theoretical results and to show the good behavior and the flexibility of isogeometric collocation methods in this context. © 2012 Elsevier B.V.
Articolo in rivista - Articolo scientifico
B-splines; Collocation methods; Isogeometric analysis; Timoshenko beam
English
2012
241
38
51
none
BEIRAO DA VEIGA, L., Lovadina, C., Reali, A. (2012). Avoiding shear locking for the Timoshenko beam problem via isogeometric collocation methods. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 241, 38-51 [10.1016/j.cma.2012.05.020].
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/10281/98823
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