2D dimensional solids reinforced by fibers and beams using the boundary element method (2003)
- Authors:
- USP affiliated authors: VENTURINI, WILSON SERGIO - EESC ; CODA, HUMBERTO BREVES - EESC
- Unidade: EESC
- Subjects: MÉTODO DOS ELEMENTOS FINITOS; MÉTODO DOS ELEMENTOS DE CONTORNO
- Language: Inglês
- Imprenta:
- Publisher: UFOP
- Publisher place: Ouro Preto
- Date published: 2003
- Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering
-
ABNT
VENTURINI, Wilson Sérgio e LEITE, Luciano Gobo Saraiva e CODA, Humberto Breves. 2D dimensional solids reinforced by fibers and beams using the boundary element method. 2003, Anais.. Ouro Preto: UFOP, 2003. . Acesso em: 03 maio 2024. -
APA
Venturini, W. S., Leite, L. G. S., & Coda, H. B. (2003). 2D dimensional solids reinforced by fibers and beams using the boundary element method. In . Ouro Preto: UFOP. -
NLM
Venturini WS, Leite LGS, Coda HB. 2D dimensional solids reinforced by fibers and beams using the boundary element method. 2003 ;[citado 2024 maio 03 ] -
Vancouver
Venturini WS, Leite LGS, Coda HB. 2D dimensional solids reinforced by fibers and beams using the boundary element method. 2003 ;[citado 2024 maio 03 ] - Analysis composed domains by boundary elements
- Bem / fem coupling for two-dimensional non-linear analysis
- An alternative BEM viscoplastic formulation based on differential constitutive relations
- Discussions on the time domain integral representations for elastodynamics analysis
- Numerical evaluation of flat singular boundary elements in elastostatics and elastodynamics
- Formulacao transiente do mec para problemas elasticos tridimensionais: uma analise critica de sua aplicabilidade
- Further improvements on three dimensional transient em elastodynamic analysis
- Simple comparison between two 3d time domain elastodynamic boundary element formulations
- Analysis composed domains by boundary elements. [CD-ROM]
- Modelo viscoso transiente para análise de retirada de material e inclusão de reforço via MEC/MEF
How to cite
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas