A geometrically nonlinear FEM formulation for the analysis of fiber reinforced laminated plates and shells (2015)
- Authors:
- USP affiliated authors: PACCOLA, RODRIGO RIBEIRO - EESC ; CODA, HUMBERTO BREVES - EESC
- Unidade: EESC
- DOI: 10.1016/j.compstruct.2014.09.009
- Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS; MÉTODO DOS ELEMENTOS FINITOS
- Language: Inglês
- Imprenta:
- Source:
- Título: Composite Structures
- ISSN: 0263-8223
- Volume/Número/Paginação/Ano: v. 119, p. 799-814, Jan. 2015
- Este periódico é de acesso aberto
- Este artigo NÃO é de acesso aberto
-
ABNT
SAMPAIO, Maria do Socorro Martins e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. A geometrically nonlinear FEM formulation for the analysis of fiber reinforced laminated plates and shells. Composite Structures, v. 119, n. Ja 2015, p. 799-814, 2015Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2014.09.009. Acesso em: 25 fev. 2026. -
APA
Sampaio, M. do S. M., Paccola, R. R., & Coda, H. B. (2015). A geometrically nonlinear FEM formulation for the analysis of fiber reinforced laminated plates and shells. Composite Structures, 119( Ja 2015), 799-814. doi:10.1016/j.compstruct.2014.09.009 -
NLM
Sampaio M do SM, Paccola RR, Coda HB. A geometrically nonlinear FEM formulation for the analysis of fiber reinforced laminated plates and shells [Internet]. Composite Structures. 2015 ; 119( Ja 2015): 799-814.[citado 2026 fev. 25 ] Available from: https://doi.org/10.1016/j.compstruct.2014.09.009 -
Vancouver
Sampaio M do SM, Paccola RR, Coda HB. A geometrically nonlinear FEM formulation for the analysis of fiber reinforced laminated plates and shells [Internet]. Composite Structures. 2015 ; 119( Ja 2015): 799-814.[citado 2026 fev. 25 ] Available from: https://doi.org/10.1016/j.compstruct.2014.09.009 - Studies of cases in power systems by sensitivity analysis oriented by OPF
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- Elastic solids reinforced with Random fibres developing large deformations: a finite element approach
- Fiber-matrix contact stress analysis for elastic 2D composite solids
- A FEM continuous transverse stress distribution for the analysis of geometrically nonlinear elastoplastic laminated plates and shells
- A simple method for non-linear analysis of steel fiber reinforced concrete
- Improved finite element for 3D laminate frame analysis including warping for any cross-section
Informações sobre o DOI: 10.1016/j.compstruct.2014.09.009 (Fonte: oaDOI API)
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