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Artigo de periodico
High aspect ratio interface elements for mesoscale modelling of concrete under dynamic fracture propagation (2025)
Vieira, Welington Hilário ; Costa, Daniel Dias da ; Paccola, Rodrigo Ribeiro
Fonte: Finite Elements in Analysis and Design. Unidade: EESC
Assunto: ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
VIEIRA, Welington Hilário e COSTA, Daniel Dias da e PACCOLA, Rodrigo Ribeiro. High aspect ratio interface elements for mesoscale modelling of concrete under dynamic fracture propagation. Finite Elements in Analysis and Design, v. 249, p. 1-23, 2025Tradução . . Disponível em: https://dx.doi.org/10.1016/j.finel.2025.104372. Acesso em: 28 nov. 2025.
APA
Vieira, W. H., Costa, D. D. da, & Paccola, R. R. (2025). High aspect ratio interface elements for mesoscale modelling of concrete under dynamic fracture propagation. Finite Elements in Analysis and Design, 249, 1-23. doi:10.1016/j.finel.2025.104372
NLM
Vieira WH, Costa DD da, Paccola RR. High aspect ratio interface elements for mesoscale modelling of concrete under dynamic fracture propagation [Internet]. Finite Elements in Analysis and Design. 2025 ; 249 1-23.[citado 2025 nov. 28 ] Available from: https://dx.doi.org/10.1016/j.finel.2025.104372
Vancouver
Vieira WH, Costa DD da, Paccola RR. High aspect ratio interface elements for mesoscale modelling of concrete under dynamic fracture propagation [Internet]. Finite Elements in Analysis and Design. 2025 ; 249 1-23.[citado 2025 nov. 28 ] Available from: https://dx.doi.org/10.1016/j.finel.2025.104372
Artigo de periodico
A consistent UVLWT formulation for laminated plane frame analysis considering semi-rigid connections (2018)
Nogueira, Geovanne Viana; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves
Fonte: Finite Elements in Analysis and Design. Unidade: EESC
Assuntos: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
NOGUEIRA, Geovanne Viana e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. A consistent UVLWT formulation for laminated plane frame analysis considering semi-rigid connections. Finite Elements in Analysis and Design, v. 140, p. 59-83, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2017.11.008. Acesso em: 28 nov. 2025.
APA
Nogueira, G. V., Paccola, R. R., & Coda, H. B. (2018). A consistent UVLWT formulation for laminated plane frame analysis considering semi-rigid connections. Finite Elements in Analysis and Design, 140, 59-83. doi:10.1016/j.finel.2017.11.008
NLM
Nogueira GV, Paccola RR, Coda HB. A consistent UVLWT formulation for laminated plane frame analysis considering semi-rigid connections [Internet]. Finite Elements in Analysis and Design. 2018 ; 140 59-83.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2017.11.008
Vancouver
Nogueira GV, Paccola RR, Coda HB. A consistent UVLWT formulation for laminated plane frame analysis considering semi-rigid connections [Internet]. Finite Elements in Analysis and Design. 2018 ; 140 59-83.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2017.11.008
Artigo de periodico
A FEM continuous transverse stress distribution for the analysis of geometrically nonlinear elastoplastic laminated plates and shells (2015)
Coda, Humberto Breves ; Sampaio, Maria do Socorro Martins; Paccola, Rodrigo Ribeiro
Fonte: Finite Elements in Analysis and Design. Unidade: EESC
Assuntos: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CODA, Humberto Breves e SAMPAIO, Maria do Socorro Martins e PACCOLA, Rodrigo Ribeiro. A FEM continuous transverse stress distribution for the analysis of geometrically nonlinear elastoplastic laminated plates and shells. Finite Elements in Analysis and Design, v. 101, p. 15-33, 2015Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2015.03.004. Acesso em: 28 nov. 2025.
APA
Coda, H. B., Sampaio, M. do S. M., & Paccola, R. R. (2015). A FEM continuous transverse stress distribution for the analysis of geometrically nonlinear elastoplastic laminated plates and shells. Finite Elements in Analysis and Design, 101, 15-33. doi:10.1016/j.finel.2015.03.004
NLM
Coda HB, Sampaio M do SM, Paccola RR. A FEM continuous transverse stress distribution for the analysis of geometrically nonlinear elastoplastic laminated plates and shells [Internet]. Finite Elements in Analysis and Design. 2015 ; 101 15-33.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2015.03.004
Vancouver
Coda HB, Sampaio M do SM, Paccola RR. A FEM continuous transverse stress distribution for the analysis of geometrically nonlinear elastoplastic laminated plates and shells [Internet]. Finite Elements in Analysis and Design. 2015 ; 101 15-33.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2015.03.004
Artigo de periodico
A total-Lagrangian position-based FEM applied to physical and geometrical nonlinear dynamics of plane frames including semi-rigid connections and progressive collapse (2014)
Coda, Humberto Breves ; Paccola, Rodrigo Ribeiro
Fonte: Finite Elements in Analysis and Design. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS, CONEXÕES ESTRUTURAIS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. A total-Lagrangian position-based FEM applied to physical and geometrical nonlinear dynamics of plane frames including semi-rigid connections and progressive collapse. Finite Elements in Analysis and Design, v. No 2014, p. 1-15, 2014Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2014.07.001. Acesso em: 28 nov. 2025.
APA
Coda, H. B., & Paccola, R. R. (2014). A total-Lagrangian position-based FEM applied to physical and geometrical nonlinear dynamics of plane frames including semi-rigid connections and progressive collapse. Finite Elements in Analysis and Design, No 2014, 1-15. doi:10.1016/j.finel.2014.07.001
NLM
Coda HB, Paccola RR. A total-Lagrangian position-based FEM applied to physical and geometrical nonlinear dynamics of plane frames including semi-rigid connections and progressive collapse [Internet]. Finite Elements in Analysis and Design. 2014 ; No 2014 1-15.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2014.07.001
Vancouver
Coda HB, Paccola RR. A total-Lagrangian position-based FEM applied to physical and geometrical nonlinear dynamics of plane frames including semi-rigid connections and progressive collapse [Internet]. Finite Elements in Analysis and Design. 2014 ; No 2014 1-15.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2014.07.001
Artigo de periodico
Fully adherent fiber-matrix FEM formulation for geometrically nonlinear 2D solid analysis (2013)
Sampaio, Maria do Socorro Martins; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves
Fonte: Finite Elements in Analysis and Design. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, GEOMETRIA, ANÁLISE NÃO LINEAR DE ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SAMPAIO, Maria do Socorro Martins e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Fully adherent fiber-matrix FEM formulation for geometrically nonlinear 2D solid analysis. Finite Elements in Analysis and Design, v. 56, p. 12-25, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2012.10.003. Acesso em: 28 nov. 2025.
APA
Sampaio, M. do S. M., Paccola, R. R., & Coda, H. B. (2013). Fully adherent fiber-matrix FEM formulation for geometrically nonlinear 2D solid analysis. Finite Elements in Analysis and Design, 56, 12-25. doi:10.1016/j.finel.2012.10.003
NLM
Sampaio M do SM, Paccola RR, Coda HB. Fully adherent fiber-matrix FEM formulation for geometrically nonlinear 2D solid analysis [Internet]. Finite Elements in Analysis and Design. 2013 ; 56 12-25.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2012.10.003
Vancouver
Sampaio M do SM, Paccola RR, Coda HB. Fully adherent fiber-matrix FEM formulation for geometrically nonlinear 2D solid analysis [Internet]. Finite Elements in Analysis and Design. 2013 ; 56 12-25.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2012.10.003
Artigo de periodico
A FEM procedure based on positions and unconstrained vectors applied to non-linear dynamic of 3D frames (2011)
Coda, Humberto Breves ; Paccola, Rodrigo Ribeiro
Fonte: Finite Elements in Analysis and Design. Unidade: EESC
Assuntos: DINÂMICA DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. A FEM procedure based on positions and unconstrained vectors applied to non-linear dynamic of 3D frames. Finite Elements in Analysis and Design, v. 47, n. 4, p. 319-333, 2011Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2010.11.001. Acesso em: 28 nov. 2025.
APA
Coda, H. B., & Paccola, R. R. (2011). A FEM procedure based on positions and unconstrained vectors applied to non-linear dynamic of 3D frames. Finite Elements in Analysis and Design, 47( 4), 319-333. doi:10.1016/j.finel.2010.11.001
NLM
Coda HB, Paccola RR. A FEM procedure based on positions and unconstrained vectors applied to non-linear dynamic of 3D frames [Internet]. Finite Elements in Analysis and Design. 2011 ; 47( 4): 319-333.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2010.11.001
Vancouver
Coda HB, Paccola RR. A FEM procedure based on positions and unconstrained vectors applied to non-linear dynamic of 3D frames [Internet]. Finite Elements in Analysis and Design. 2011 ; 47( 4): 319-333.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2010.11.001

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