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Artigo de periodico
A total Lagrangian position-based finite element formulation for free-surface incompressible flows (2020)
Avancine, Giovane; Sanches, Rodolfo André Kuche
Source: Finite Elements in Analysis and Design. Unidade: EESC
Subjects: DINÂMICA DOS FLUÍDOS, SISTEMAS LAGRANGIANOS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
AVANCINE, Giovane e SANCHES, Rodolfo André Kuche. A total Lagrangian position-based finite element formulation for free-surface incompressible flows. Finite Elements in Analysis and Design, v. 169, p. 1-17, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2019.103348. Acesso em: 21 maio 2024.
APA
Avancine, G., & Sanches, R. A. K. (2020). A total Lagrangian position-based finite element formulation for free-surface incompressible flows. Finite Elements in Analysis and Design, 169, 1-17. doi:10.1016/j.finel.2019.103348
NLM
Avancine G, Sanches RAK. A total Lagrangian position-based finite element formulation for free-surface incompressible flows [Internet]. Finite Elements in Analysis and Design. 2020 ; 169 1-17.[citado 2024 maio 21 ] Available from: https://doi.org/10.1016/j.finel.2019.103348
Vancouver
Avancine G, Sanches RAK. A total Lagrangian position-based finite element formulation for free-surface incompressible flows [Internet]. Finite Elements in Analysis and Design. 2020 ; 169 1-17.[citado 2024 maio 21 ] Available from: https://doi.org/10.1016/j.finel.2019.103348
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
Source: Finite Elements in Analysis and Design. Unidade: EESC
Subjects: 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: 21 maio 2024.
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 2024 maio 21 ] 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 2024 maio 21 ] Available from: https://doi.org/10.1016/j.finel.2017.11.008
Artigo de periodico
Total Lagrangian FEM formulation for nonlinear dynamics of sliding connections in viscoelastic plane structures and mechanisms (2017)
Siqueira, Tiago Morkis; Coda, Humberto Breves
Source: Finite Elements in Analysis and Design. Unidade: EESC
Subjects: DINÂMICA DAS ESTRUTURAS, VISCOELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS
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ABNT
SIQUEIRA, Tiago Morkis e CODA, Humberto Breves. Total Lagrangian FEM formulation for nonlinear dynamics of sliding connections in viscoelastic plane structures and mechanisms. Finite Elements in Analysis and Design, v. 129, p. 63-77, 2017Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2016.12.005. Acesso em: 21 maio 2024.
APA
Siqueira, T. M., & Coda, H. B. (2017). Total Lagrangian FEM formulation for nonlinear dynamics of sliding connections in viscoelastic plane structures and mechanisms. Finite Elements in Analysis and Design, 129, 63-77. doi:10.1016/j.finel.2016.12.005
NLM
Siqueira TM, Coda HB. Total Lagrangian FEM formulation for nonlinear dynamics of sliding connections in viscoelastic plane structures and mechanisms [Internet]. Finite Elements in Analysis and Design. 2017 ; 129 63-77.[citado 2024 maio 21 ] Available from: https://doi.org/10.1016/j.finel.2016.12.005
Vancouver
Siqueira TM, Coda HB. Total Lagrangian FEM formulation for nonlinear dynamics of sliding connections in viscoelastic plane structures and mechanisms [Internet]. Finite Elements in Analysis and Design. 2017 ; 129 63-77.[citado 2024 maio 21 ] Available from: https://doi.org/10.1016/j.finel.2016.12.005
Artigo de periodico
Finite deformation analysis of visco-hyperelastic materials via solid tetrahedral finite elements (2017)
Pascon, João Paulo; Coda, Humberto Breves
Source: Finite Elements in Analysis and Design. Unidades: EEL, EESC
Subjects: DEFORMAÇÃO ESTRUTURAL, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
PASCON, João Paulo e CODA, Humberto Breves. Finite deformation analysis of visco-hyperelastic materials via solid tetrahedral finite elements. Finite Elements in Analysis and Design, v. 133, p. 25-41, 2017Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2017.05.007. Acesso em: 21 maio 2024.
APA
Pascon, J. P., & Coda, H. B. (2017). Finite deformation analysis of visco-hyperelastic materials via solid tetrahedral finite elements. Finite Elements in Analysis and Design, 133, 25-41. doi:10.1016/j.finel.2017.05.007
NLM
Pascon JP, Coda HB. Finite deformation analysis of visco-hyperelastic materials via solid tetrahedral finite elements [Internet]. Finite Elements in Analysis and Design. 2017 ; 133 25-41.[citado 2024 maio 21 ] Available from: https://doi.org/10.1016/j.finel.2017.05.007
Vancouver
Pascon JP, Coda HB. Finite deformation analysis of visco-hyperelastic materials via solid tetrahedral finite elements [Internet]. Finite Elements in Analysis and Design. 2017 ; 133 25-41.[citado 2024 maio 21 ] Available from: https://doi.org/10.1016/j.finel.2017.05.007
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
Source: Finite Elements in Analysis and Design. Unidade: EESC
Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS
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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: 21 maio 2024.
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 2024 maio 21 ] 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 2024 maio 21 ] 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
Source: Finite Elements in Analysis and Design. Unidade: EESC
Subjects: TERMOPLÁSTICOS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS DE AÇO, INCÊNDIO
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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: 21 maio 2024.
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 2024 maio 21 ] 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 2024 maio 21 ] Available from: https://doi.org/10.1016/j.finel.2014.07.005
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
Source: Finite Elements in Analysis and Design. Unidade: EESC
Subjects: 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: 21 maio 2024.
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 2024 maio 21 ] 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 2024 maio 21 ] 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
Source: Finite Elements in Analysis and Design. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, GEOMETRIA, ANÁLISE NÃO LINEAR DE ESTRUTURAS
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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: 21 maio 2024.
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 2024 maio 21 ] 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 2024 maio 21 ] 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
Source: Finite Elements in Analysis and Design. Unidade: EESC
Subjects: 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: 21 maio 2024.
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 2024 maio 21 ] 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 2024 maio 21 ] 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
Source: Finite Elements in Analysis and Design. Unidades: EEL, EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, MÉTODOS NUMÉRICOS
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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: 21 maio 2024.
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 2024 maio 21 ] 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 2024 maio 21 ] 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
Source: Finite Elements in Analysis and Design. Unidade: EESC
Subjects: MATERIAIS ELÁSTICOS (ANÁLISE), MÉTODO DOS ELEMENTOS FINITOS
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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: 21 maio 2024.
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 2024 maio 21 ] 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 2024 maio 21 ] 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
Source: Finite Elements in Analysis and Design. Unidade: EESC
Subjects: 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: 21 maio 2024.
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 2024 maio 21 ] 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 2024 maio 21 ] 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
Source: Finite Elements in Analysis and Design. Unidade: EESC
Subjects: 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: 21 maio 2024.
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 2024 maio 21 ] 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 2024 maio 21 ] 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
Source: Finite Elements in Analysis and Design. Unidade: EESC
Subjects: 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: 21 maio 2024.
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 2024 maio 21 ] 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 2024 maio 21 ] Available from: https://doi.org/10.1016/j.finel.2006.04.007

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