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Artigo de periodico
Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions (2025)
Bomfim, Danilo Silva; Coda, Humberto Breves ; Paccola, Rodrigo Ribeiro
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, VIGAS, ESTRUTURAS DE CONCRETO, FRATURA DAS ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BOMFIM, Danilo Silva e CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions. Computer Methods in Applied Mechanics and Engineering, v. 436, p. 1-22, 2025Tradução . . Disponível em: https://dx.doi.org/10.1016/j.cma.2024.117716. Acesso em: 11 nov. 2025.
APA
Bomfim, D. S., Coda, H. B., & Paccola, R. R. (2025). Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions. Computer Methods in Applied Mechanics and Engineering, 436, 1-22. doi:10.1016/j.cma.2024.117716
NLM
Bomfim DS, Coda HB, Paccola RR. Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions [Internet]. Computer Methods in Applied Mechanics and Engineering. 2025 ; 436 1-22.[citado 2025 nov. 11 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.117716
Vancouver
Bomfim DS, Coda HB, Paccola RR. Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions [Internet]. Computer Methods in Applied Mechanics and Engineering. 2025 ; 436 1-22.[citado 2025 nov. 11 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.117716
Artigo de periodico
Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics (2022)
Rosa, Rosicley Júnio Rodrigues; Coda, Humberto Breves ; Sanches, Rodolfo André Kuche
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ROSA, Rosicley Júnio Rodrigues e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, v. 392, p. 1-28, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2022.114622. Acesso em: 11 nov. 2025.
APA
Rosa, R. J. R., Coda, H. B., & Sanches, R. A. K. (2022). Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, 392, 1-28. doi:10.1016/j.cma.2022.114622
NLM
Rosa RJR, Coda HB, Sanches RAK. Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2022 ; 392 1-28.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2022.114622
Vancouver
Rosa RJR, Coda HB, Sanches RAK. Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2022 ; 392 1-28.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2022.114622
Artigo de periodico
Unconstrained vector nonlinear dynamic shell formulation applied to fluid structure interaction (2013)
Sanches, Rodolfo André Kuche ; Coda, Humberto Breves
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: INTERAÇÃO FLUIDO-ESTRUTURA, MÉTODO DOS ELEMENTOS FINITOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SANCHES, Rodolfo André Kuche e CODA, Humberto Breves. Unconstrained vector nonlinear dynamic shell formulation applied to fluid structure interaction. Computer Methods in Applied Mechanics and Engineering, v. 259, p. 177-196, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2013.02.016. Acesso em: 11 nov. 2025.
APA
Sanches, R. A. K., & Coda, H. B. (2013). Unconstrained vector nonlinear dynamic shell formulation applied to fluid structure interaction. Computer Methods in Applied Mechanics and Engineering, 259, 177-196. doi:10.1016/j.cma.2013.02.016
NLM
Sanches RAK, Coda HB. Unconstrained vector nonlinear dynamic shell formulation applied to fluid structure interaction [Internet]. Computer Methods in Applied Mechanics and Engineering. 2013 ; 259 177-196.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2013.02.016
Vancouver
Sanches RAK, Coda HB. Unconstrained vector nonlinear dynamic shell formulation applied to fluid structure interaction [Internet]. Computer Methods in Applied Mechanics and Engineering. 2013 ; 259 177-196.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2013.02.016
Artigo de periodico
A simple FEM formulation for large deflection 2D frame analysis based on position description (2004)
Coda, Humberto Breves ; Greco, Marcelo
Source: Computer Methods in Applied Mechanics and Engineering. 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
CODA, Humberto Breves e GRECO, Marcelo. A simple FEM formulation for large deflection 2D frame analysis based on position description. Computer Methods in Applied Mechanics and Engineering, v. 193, n. 33-35, p. 3541-3557, 2004Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2004.01.005. Acesso em: 11 nov. 2025.
APA
Coda, H. B., & Greco, M. (2004). A simple FEM formulation for large deflection 2D frame analysis based on position description. Computer Methods in Applied Mechanics and Engineering, 193( 33-35), 3541-3557. doi:10.1016/j.cma.2004.01.005
NLM
Coda HB, Greco M. A simple FEM formulation for large deflection 2D frame analysis based on position description [Internet]. Computer Methods in Applied Mechanics and Engineering. 2004 ; 193( 33-35): 3541-3557.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2004.01.005
Vancouver
Coda HB, Greco M. A simple FEM formulation for large deflection 2D frame analysis based on position description [Internet]. Computer Methods in Applied Mechanics and Engineering. 2004 ; 193( 33-35): 3541-3557.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2004.01.005
Artigo de periodico
New methodology for the treatment of two dimensional viscoelastic coupling problems (2003)
Mesquita, Arthur Dias; Coda, Humberto Breves
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: VISCOELASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS DE CONTORNO, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MESQUITA, Arthur Dias e CODA, Humberto Breves. New methodology for the treatment of two dimensional viscoelastic coupling problems. Computer Methods in Applied Mechanics and Engineering, v. 192, n. 16-18, p. 1911-1927, 2003Tradução . . Disponível em: https://doi.org/10.1016/S0045-7825(02)00598-4. Acesso em: 11 nov. 2025.
APA
Mesquita, A. D., & Coda, H. B. (2003). New methodology for the treatment of two dimensional viscoelastic coupling problems. Computer Methods in Applied Mechanics and Engineering, 192( 16-18), 1911-1927. doi:10.1016/S0045-7825(02)00598-4
NLM
Mesquita AD, Coda HB. New methodology for the treatment of two dimensional viscoelastic coupling problems [Internet]. Computer Methods in Applied Mechanics and Engineering. 2003 ; 192( 16-18): 1911-1927.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/S0045-7825(02)00598-4
Vancouver
Mesquita AD, Coda HB. New methodology for the treatment of two dimensional viscoelastic coupling problems [Internet]. Computer Methods in Applied Mechanics and Engineering. 2003 ; 192( 16-18): 1911-1927.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/S0045-7825(02)00598-4

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