Contact stress analysis of fully adherent fiber-matrix elastic two-dimensional composite solids (2013)
- Authors:
- USP affiliated authors: CODA, HUMBERTO BREVES - EESC ; PACCOLA, RODRIGO RIBEIRO - EESC
- Unidade: EESC
- Assunto: MÉTODO DOS ELEMENTOS FINITOS
- Language: Inglês
- Imprenta:
- Publisher: Civil-Comp Press
- Publisher place: Stirlingshire, Scotland
- Date published: 2013
- Source:
- Título do periódico: Proceedings
- Conference titles: International Conference on Civil, Structural and Environmental Engineering Computing
-
ABNT
SAMPAIO, Maria do Socorro Martins e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Contact stress analysis of fully adherent fiber-matrix elastic two-dimensional composite solids. 2013, Anais.. Stirlingshire, Scotland: Civil-Comp Press, 2013. . Acesso em: 19 abr. 2024. -
APA
Sampaio, M. do S. M., Paccola, R. R., & Coda, H. B. (2013). Contact stress analysis of fully adherent fiber-matrix elastic two-dimensional composite solids. In Proceedings. Stirlingshire, Scotland: Civil-Comp Press. -
NLM
Sampaio M do SM, Paccola RR, Coda HB. Contact stress analysis of fully adherent fiber-matrix elastic two-dimensional composite solids. Proceedings. 2013 ;[citado 2024 abr. 19 ] -
Vancouver
Sampaio M do SM, Paccola RR, Coda HB. Contact stress analysis of fully adherent fiber-matrix elastic two-dimensional composite solids. Proceedings. 2013 ;[citado 2024 abr. 19 ] - 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
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