An improvement to the classical application of the isogeometric approach to the boundary element method is proposed. In the classical isogeometric approach the boundary conditions are imposed directly to the control points and not to the geometrical points. Such a position may spoil the results introducing an error. In the present paper a procedure to correctly enforce the boundary conditions is presented and discussed. Comparison with the isogeometric boundary element method is carried out to demonstrate the improved performance of the proposed approach.

Application of the isogeometric approach to the Boundary Element Method

V. Mallardo
;
2015

Abstract

An improvement to the classical application of the isogeometric approach to the boundary element method is proposed. In the classical isogeometric approach the boundary conditions are imposed directly to the control points and not to the geometrical points. Such a position may spoil the results introducing an error. In the present paper a procedure to correctly enforce the boundary conditions is presented and discussed. Comparison with the isogeometric boundary element method is carried out to demonstrate the improved performance of the proposed approach.
2015
978-0-9576731-2-0
Boundary conditions, 2D elasticity
File in questo prodotto:
Non ci sono file associati a questo prodotto.

I documenti in SFERA sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11392/2416102
 Attenzione

Attenzione! I dati visualizzati non sono stati sottoposti a validazione da parte dell'ateneo

Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus ND
  • ???jsp.display-item.citation.isi??? ND
social impact