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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 3D solid-like frame finite element applied to steel structures under high temperatures (2014)
Rigobello, Ronaldo; Coda, Humberto Breves ; Munaiar Neto, Jorge
Fonte: Finite Elements in Analysis and Design. Unidade: EESC
Assuntos: TERMOPLÁSTICOS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS DE AÇO, INCÊNDIO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
RIGOBELLO, Ronaldo e CODA, Humberto Breves e MUNAIAR NETO, Jorge. A 3D solid-like frame finite element applied to steel structures under high temperatures. Finite Elements in Analysis and Design, v. No 2014, p. 68-83, 2014Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2014.07.005. Acesso em: 28 nov. 2025.
APA
Rigobello, R., Coda, H. B., & Munaiar Neto, J. (2014). A 3D solid-like frame finite element applied to steel structures under high temperatures. Finite Elements in Analysis and Design, No 2014, 68-83. doi:10.1016/j.finel.2014.07.005
NLM
Rigobello R, Coda HB, Munaiar Neto J. A 3D solid-like frame finite element applied to steel structures under high temperatures [Internet]. Finite Elements in Analysis and Design. 2014 ; No 2014 68-83.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2014.07.005
Vancouver
Rigobello R, Coda HB, Munaiar Neto J. A 3D solid-like frame finite element applied to steel structures under high temperatures [Internet]. Finite Elements in Analysis and Design. 2014 ; No 2014 68-83.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2014.07.005
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
Positional description applied to the solution of geometrically non-linear plates and shells (2013)
Coda, Humberto Breves ; Paccola, Rodrigo Ribeiro ; Sampaio, Maria do Socorro Martins
Fonte: Finite Elements in Analysis and Design. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, VETORES, PLACAS, CASCAS (ENGENHARIA)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro e SAMPAIO, Maria do Socorro Martins. Positional description applied to the solution of geometrically non-linear plates and shells. Finite Elements in Analysis and Design, v. 67, p. 66-75, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2012.12.001. Acesso em: 28 nov. 2025.
APA
Coda, H. B., Paccola, R. R., & Sampaio, M. do S. M. (2013). Positional description applied to the solution of geometrically non-linear plates and shells. Finite Elements in Analysis and Design, 67, 66-75. doi:10.1016/j.finel.2012.12.001
NLM
Coda HB, Paccola RR, Sampaio M do SM. Positional description applied to the solution of geometrically non-linear plates and shells [Internet]. Finite Elements in Analysis and Design. 2013 ; 67 66-75.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2012.12.001
Vancouver
Coda HB, Paccola RR, Sampaio M do SM. Positional description applied to the solution of geometrically non-linear plates and shells [Internet]. Finite Elements in Analysis and Design. 2013 ; 67 66-75.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2012.12.001
Artigo de periodico
Large deformation analysis of elastoplastic homogeneous materials via high order tetrahedral finite elements (2013)
Pascon, João Paulo; Beck, André Teófilo
Fonte: Finite Elements in Analysis and Design. Unidades: EEL, EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, MÉTODOS NUMÉRICOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PASCON, João Paulo e BECK, André Teófilo. Large deformation analysis of elastoplastic homogeneous materials via high order tetrahedral finite elements. Finite Elements in Analysis and Design, v. 76, p. 21-38, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2013.08.006. Acesso em: 28 nov. 2025.
APA
Pascon, J. P., & Beck, A. T. (2013). Large deformation analysis of elastoplastic homogeneous materials via high order tetrahedral finite elements. Finite Elements in Analysis and Design, 76, 21-38. doi:10.1016/j.finel.2013.08.006
NLM
Pascon JP, Beck AT. Large deformation analysis of elastoplastic homogeneous materials via high order tetrahedral finite elements [Internet]. Finite Elements in Analysis and Design. 2013 ; 76 21-38.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2013.08.006
Vancouver
Pascon JP, Beck AT. Large deformation analysis of elastoplastic homogeneous materials via high order tetrahedral finite elements [Internet]. Finite Elements in Analysis and Design. 2013 ; 76 21-38.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2013.08.006
Artigo de periodico
Analysis of elastic functionally graded materials under large displacements via high-order tetrahedral elements (2012)
Pascon, João Paulo; Coda, Humberto Breves
Fonte: Finite Elements in Analysis and Design. Unidade: EESC
Assuntos: MATERIAIS ELÁSTICOS (ANÁLISE), MÉTODO DOS ELEMENTOS FINITOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PASCON, João Paulo e CODA, Humberto Breves. Analysis of elastic functionally graded materials under large displacements via high-order tetrahedral elements. Finite Elements in Analysis and Design, v. 50, p. 33-47, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2011.08.013. Acesso em: 28 nov. 2025.
APA
Pascon, J. P., & Coda, H. B. (2012). Analysis of elastic functionally graded materials under large displacements via high-order tetrahedral elements. Finite Elements in Analysis and Design, 50, 33-47. doi:10.1016/j.finel.2011.08.013
NLM
Pascon JP, Coda HB. Analysis of elastic functionally graded materials under large displacements via high-order tetrahedral elements [Internet]. Finite Elements in Analysis and Design. 2012 ; 50 33-47.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2011.08.013
Vancouver
Pascon JP, Coda HB. Analysis of elastic functionally graded materials under large displacements via high-order tetrahedral elements [Internet]. Finite Elements in Analysis and Design. 2012 ; 50 33-47.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2011.08.013
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
Artigo de periodico
Alternative positional FEM applied to thermomechanical impact of truss structures (2010)
Carrazedo, Rogério ; Coda, Humberto Breves
Fonte: Finite Elements in Analysis and Design. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, DINÂMICA DAS ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CARRAZEDO, Rogério e CODA, Humberto Breves. Alternative positional FEM applied to thermomechanical impact of truss structures. Finite Elements in Analysis and Design, v. No 2010, n. 11, p. 1008-1016, 2010Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2010.07.008. Acesso em: 28 nov. 2025.
APA
Carrazedo, R., & Coda, H. B. (2010). Alternative positional FEM applied to thermomechanical impact of truss structures. Finite Elements in Analysis and Design, No 2010( 11), 1008-1016. doi:10.1016/j.finel.2010.07.008
NLM
Carrazedo R, Coda HB. Alternative positional FEM applied to thermomechanical impact of truss structures [Internet]. Finite Elements in Analysis and Design. 2010 ; No 2010( 11): 1008-1016.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2010.07.008
Vancouver
Carrazedo R, Coda HB. Alternative positional FEM applied to thermomechanical impact of truss structures [Internet]. Finite Elements in Analysis and Design. 2010 ; No 2010( 11): 1008-1016.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2010.07.008
Artigo de periodico
Nonlinear positional formulation for space truss analysis (2006)
Greco, Marcelo; Gesualdo, Francisco Antonio Romero; Venturini, Wilson Sérgio; Coda, Humberto Breves
Fonte: Finite Elements in Analysis and Design. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
GRECO, Marcelo et al. Nonlinear positional formulation for space truss analysis. Finite Elements in Analysis and Design, v. 42, n. 12, p. 1079-1086, 2006Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2006.04.007. Acesso em: 28 nov. 2025.
APA
Greco, M., Gesualdo, F. A. R., Venturini, W. S., & Coda, H. B. (2006). Nonlinear positional formulation for space truss analysis. Finite Elements in Analysis and Design, 42( 12), 1079-1086. doi:10.1016/j.finel.2006.04.007
NLM
Greco M, Gesualdo FAR, Venturini WS, Coda HB. Nonlinear positional formulation for space truss analysis [Internet]. Finite Elements in Analysis and Design. 2006 ; 42( 12): 1079-1086.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2006.04.007
Vancouver
Greco M, Gesualdo FAR, Venturini WS, Coda HB. Nonlinear positional formulation for space truss analysis [Internet]. Finite Elements in Analysis and Design. 2006 ; 42( 12): 1079-1086.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2006.04.007

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