Elastic solids reinforced with Random fibres developing large deformations: a finite element approach (2012)
- Authors:
- USP affiliated authors: CODA, HUMBERTO BREVES - EESC ; PACCOLA, RODRIGO RIBEIRO - EESC
- Unidade: EESC
- Subjects: MÉTODO DOS ELEMENTOS FINITOS; GEOMETRIA; ANÁLISE NÃO LINEAR DE ESTRUTURAS
- Language: Inglês
- Imprenta:
- Publisher: Civil-Comp Press
- Publisher place: Stirlingshire
- Date published: 2012
- Source:
- Título do periódico: Proceedings
- Conference titles: International Conference on Computational Structures Technology
-
ABNT
SAMPAIO, Maria do Socorro Martins e CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. Elastic solids reinforced with Random fibres developing large deformations: a finite element approach. 2012, Anais.. Stirlingshire: Civil-Comp Press, 2012. . Acesso em: 23 abr. 2024. -
APA
Sampaio, M. do S. M., Coda, H. B., & Paccola, R. R. (2012). Elastic solids reinforced with Random fibres developing large deformations: a finite element approach. In Proceedings. Stirlingshire: Civil-Comp Press. -
NLM
Sampaio M do SM, Coda HB, Paccola RR. Elastic solids reinforced with Random fibres developing large deformations: a finite element approach. Proceedings. 2012 ;[citado 2024 abr. 23 ] -
Vancouver
Sampaio M do SM, Coda HB, Paccola RR. Elastic solids reinforced with Random fibres developing large deformations: a finite element approach. Proceedings. 2012 ;[citado 2024 abr. 23 ] - A positional FEM formulation for geometrical non-linear analysis of shells
- Unconstrained finite element for geometrical nonlinear dynamics of shells
- Estratégia de desenvolvimento de modelos viscoelásticos com aplicação à análise de placas laminadas pelo método dos elementos finitos (MEF)
- Geometrical and physical nonlinear dynamic analysis of reinforced plates and shells
- A simple method for non-linear analysis of steel fiber reinforced concrete
- Fully adherent fiber-matrix FEM formulation for geometrically nonlinear 2D solid analysis
- Numerical determination of mechanical properties of fiber reinforced tension plates
- Consideração do deslizamento na análise de sólidos elásticos bidimensionais reforçados por fibras através do método dos elementos finitos posicional
- A positional unconstrained vector layerwise (UVLWT) FEM formulation for laminated frame element modeling
- A consistent UVLWT formulation for laminated plane frame analysis considering semi-rigid connections
How to cite
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
