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  • Artigo de periodico

    A smoothed Zig-Zag plate finite element for the analysis of laminated composite plates (2025)

    Souza, Vinicius de Barros ; Fantuzzi, Nicholas ; Coda, Humberto Breves

    Fonte: Composite Structures. Unidade: EESC

    Assunto: ESTRUTURAS

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      SOUZA, Vinicius de Barros e FANTUZZI, Nicholas e CODA, Humberto Breves. A smoothed Zig-Zag plate finite element for the analysis of laminated composite plates. Composite Structures, v. 371, p. 1-25, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.compstruct.2025.119412. Acesso em: 14 out. 2025.

    • APA

      Souza, V. de B., Fantuzzi, N., & Coda, H. B. (2025). A smoothed Zig-Zag plate finite element for the analysis of laminated composite plates. Composite Structures, 371, 1-25. doi:10.1016/j.compstruct.2025.119412

    • NLM

      Souza V de B, Fantuzzi N, Coda HB. A smoothed Zig-Zag plate finite element for the analysis of laminated composite plates [Internet]. Composite Structures. 2025 ; 371 1-25.[citado 2025 out. 14 ] Available from: http://dx.doi.org/10.1016/j.compstruct.2025.119412

    • Vancouver

      Souza V de B, Fantuzzi N, Coda HB. A smoothed Zig-Zag plate finite element for the analysis of laminated composite plates [Internet]. Composite Structures. 2025 ; 371 1-25.[citado 2025 out. 14 ] Available from: http://dx.doi.org/10.1016/j.compstruct.2025.119412

  • 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

    Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Assuntos: MÉTODO DOS ELEMENTOS FINITOS, VIGAS, ESTRUTURAS DE CONCRETO, FRATURA DAS ESTRUTURAS, ESTRUTURAS

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    • 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: 14 out. 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 out. 14 ] 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 out. 14 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.117716

  • Artigo de periodico

    A Flory’s only framework for rate-dependent viscoelastoplasticity at large strains (2024)

    Coda, Humberto Breves

    Fonte: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC

    Assuntos: VISCOELASTICIDADE DAS ESTRUTURAS, DEFORMAÇÃO ESTRUTURAL, MÉTODO DOS ELEMENTOS FINITOS

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    • ABNT

      CODA, Humberto Breves. A Flory’s only framework for rate-dependent viscoelastoplasticity at large strains. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 47, n. 20, 2024Tradução . . Disponível em: http://dx.doi.org/10.1007/s40430-024-05281-3. Acesso em: 14 out. 2025.

    • APA

      Coda, H. B. (2024). A Flory’s only framework for rate-dependent viscoelastoplasticity at large strains. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 47( 20). doi:10.1007/s40430-024-05281-3

    • NLM

      Coda HB. A Flory’s only framework for rate-dependent viscoelastoplasticity at large strains [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2024 ; 47( 20):[citado 2025 out. 14 ] Available from: http://dx.doi.org/10.1007/s40430-024-05281-3

    • Vancouver

      Coda HB. A Flory’s only framework for rate-dependent viscoelastoplasticity at large strains [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2024 ; 47( 20):[citado 2025 out. 14 ] Available from: http://dx.doi.org/10.1007/s40430-024-05281-3

  • Artigo de periodico

    A direct FEM approach to model mesoscale concrete and connect non-matching meshes in multiscale analysis (2024)

    Vieira, Welington Hilário; Coda, Humberto Breves ; Paccola, Rodrigo Ribeiro

    Fonte: Revista IBRACON de Estruturas e Materiais. Unidade: EESC

    Assuntos: MÉTODO DOS ELEMENTOS FINITOS, CONCRETO, ESTRUTURAS

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    • ABNT

      VIEIRA, Welington Hilário e CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. A direct FEM approach to model mesoscale concrete and connect non-matching meshes in multiscale analysis. Revista IBRACON de Estruturas e Materiais, v. 17, n. 1, p. 1-22, 2024Tradução . . Disponível em: http://dx.doi.org/10.1590/S1983-41952024000100011. Acesso em: 14 out. 2025.

    • APA

      Vieira, W. H., Coda, H. B., & Paccola, R. R. (2024). A direct FEM approach to model mesoscale concrete and connect non-matching meshes in multiscale analysis. Revista IBRACON de Estruturas e Materiais, 17( 1), 1-22. doi:10.1590/S1983-41952024000100011

    • NLM

      Vieira WH, Coda HB, Paccola RR. A direct FEM approach to model mesoscale concrete and connect non-matching meshes in multiscale analysis [Internet]. Revista IBRACON de Estruturas e Materiais. 2024 ; 17( 1): 1-22.[citado 2025 out. 14 ] Available from: http://dx.doi.org/10.1590/S1983-41952024000100011

    • Vancouver

      Vieira WH, Coda HB, Paccola RR. A direct FEM approach to model mesoscale concrete and connect non-matching meshes in multiscale analysis [Internet]. Revista IBRACON de Estruturas e Materiais. 2024 ; 17( 1): 1-22.[citado 2025 out. 14 ] Available from: http://dx.doi.org/10.1590/S1983-41952024000100011

  • Trabalho de evento-resumo

    Dinâmica não linear de treliças 3D aplicada à análise de mecanismos atuados e estruturas origâmicas: formulação MEF e sua implementação computacional (2024)

    Almeida, Rafael Rosas Garcia; Coda, Humberto Breves

    Fonte: Livro de Resumos Expandidos. Nome do evento: Congresso de Iniciação Científica e Tecnológica em Engenharia - CICTE. Unidade: EESC

    Assuntos: MÉTODO DOS ELEMENTOS FINITOS, TRELIÇAS, ESTRUTURAS

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    • ABNT

      ALMEIDA, Rafael Rosas Garcia e CODA, Humberto Breves. Dinâmica não linear de treliças 3D aplicada à análise de mecanismos atuados e estruturas origâmicas: formulação MEF e sua implementação computacional. 2024, Anais.. São Carlos, SP: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2024. Disponível em: https://soac.eesc.usp.br/index.php/siicusp/32siicusp/paper/viewFile/4361/3155. Acesso em: 14 out. 2025.

    • APA

      Almeida, R. R. G., & Coda, H. B. (2024). Dinâmica não linear de treliças 3D aplicada à análise de mecanismos atuados e estruturas origâmicas: formulação MEF e sua implementação computacional. In Livro de Resumos Expandidos. São Carlos, SP: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://soac.eesc.usp.br/index.php/siicusp/32siicusp/paper/viewFile/4361/3155

    • NLM

      Almeida RRG, Coda HB. Dinâmica não linear de treliças 3D aplicada à análise de mecanismos atuados e estruturas origâmicas: formulação MEF e sua implementação computacional [Internet]. Livro de Resumos Expandidos. 2024 ;[citado 2025 out. 14 ] Available from: https://soac.eesc.usp.br/index.php/siicusp/32siicusp/paper/viewFile/4361/3155

    • Vancouver

      Almeida RRG, Coda HB. Dinâmica não linear de treliças 3D aplicada à análise de mecanismos atuados e estruturas origâmicas: formulação MEF e sua implementação computacional [Internet]. Livro de Resumos Expandidos. 2024 ;[citado 2025 out. 14 ] Available from: https://soac.eesc.usp.br/index.php/siicusp/32siicusp/paper/viewFile/4361/3155

  • Artigo de periodico

    Comprehensive discussion on hyperelastic orthotropic constitutive models for finite strains (2024)

    Hayashi, Eduardo Yuiti; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves

    Fonte: Latin American Journal of Solids and Structures. Unidade: EESC

    Assuntos: DEFORMAÇÃO ESTRUTURAL, BIOMECÂNICA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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    • ABNT

      HAYASHI, Eduardo Yuiti e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Comprehensive discussion on hyperelastic orthotropic constitutive models for finite strains. Latin American Journal of Solids and Structures, v. 21, n. 10, p. 1-34, 2024Tradução . . Disponível em: http://dx.doi.org/10.1590/1679-78258253. Acesso em: 14 out. 2025.

    • APA

      Hayashi, E. Y., Paccola, R. R., & Coda, H. B. (2024). Comprehensive discussion on hyperelastic orthotropic constitutive models for finite strains. Latin American Journal of Solids and Structures, 21( 10), 1-34. doi:10.1590/1679-78258253

    • NLM

      Hayashi EY, Paccola RR, Coda HB. Comprehensive discussion on hyperelastic orthotropic constitutive models for finite strains [Internet]. Latin American Journal of Solids and Structures. 2024 ; 21( 10): 1-34.[citado 2025 out. 14 ] Available from: http://dx.doi.org/10.1590/1679-78258253

    • Vancouver

      Hayashi EY, Paccola RR, Coda HB. Comprehensive discussion on hyperelastic orthotropic constitutive models for finite strains [Internet]. Latin American Journal of Solids and Structures. 2024 ; 21( 10): 1-34.[citado 2025 out. 14 ] Available from: http://dx.doi.org/10.1590/1679-78258253

  • Artigo de periodico

    Alternative finite strain viscoelastic models: constant and strain rate-dependent viscosity (2024)

    Hayashi, Eduardo Yuiti; Coda, Humberto Breves

    Fonte: Acta Mechanica. Unidade: EESC

    Assuntos: VISCOELASTICIDADE DAS ESTRUTURAS, POLÍMEROS (MATERIAIS), ESTRUTURAS

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    • ABNT

      HAYASHI, Eduardo Yuiti e CODA, Humberto Breves. Alternative finite strain viscoelastic models: constant and strain rate-dependent viscosity. Acta Mechanica, p. 1-21, 2024Tradução . . Disponível em: http://dx.doi.org/10.1007/s00707-024-03914-1. Acesso em: 14 out. 2025.

    • APA

      Hayashi, E. Y., & Coda, H. B. (2024). Alternative finite strain viscoelastic models: constant and strain rate-dependent viscosity. Acta Mechanica, 1-21. doi:10.1007/s00707-024-03914-1

    • NLM

      Hayashi EY, Coda HB. Alternative finite strain viscoelastic models: constant and strain rate-dependent viscosity [Internet]. Acta Mechanica. 2024 ; 1-21.[citado 2025 out. 14 ] Available from: http://dx.doi.org/10.1007/s00707-024-03914-1

    • Vancouver

      Hayashi EY, Coda HB. Alternative finite strain viscoelastic models: constant and strain rate-dependent viscosity [Internet]. Acta Mechanica. 2024 ; 1-21.[citado 2025 out. 14 ] Available from: http://dx.doi.org/10.1007/s00707-024-03914-1

  • Artigo de periodico

    A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE) (2023)

    Carvalho, Péricles Rafael Pavão; Coda, Humberto Breves ; Sanches, Rodolfo André Kuche

    Fonte: European Journal of Mechanics A : solids. Unidade: EESC

    Assuntos: VISCOELASTICIDADE DAS ESTRUTURAS, VISCOPLASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      CARVALHO, Péricles Rafael Pavão e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE). European Journal of Mechanics A : solids, v. 97, n. Ja 2023, p. 1-20, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.euromechsol.2022.104850. Acesso em: 14 out. 2025.

    • APA

      Carvalho, P. R. P., Coda, H. B., & Sanches, R. A. K. (2023). A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE). European Journal of Mechanics A : solids, 97( Ja 2023), 1-20. doi:10.1016/j.euromechsol.2022.104850

    • NLM

      Carvalho PRP, Coda HB, Sanches RAK. A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE) [Internet]. European Journal of Mechanics A : solids. 2023 ; 97( Ja 2023): 1-20.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.euromechsol.2022.104850

    • Vancouver

      Carvalho PRP, Coda HB, Sanches RAK. A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE) [Internet]. European Journal of Mechanics A : solids. 2023 ; 97( Ja 2023): 1-20.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.euromechsol.2022.104850

  • 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

    Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Assuntos: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      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: 14 out. 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 out. 14 ] 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 out. 14 ] Available from: https://doi.org/10.1016/j.cma.2022.114622

  • Artigo de periodico

    A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses (2022)

    Coda, Humberto Breves ; Bernardo, Caio César La-Cava Gonçalves; Paccola, Rodrigo Ribeiro

    Fonte: Composite Structures. Unidade: EESC

    Assuntos: VIGAS, CISALHAMENTO, MÉTODO DOS ELEMENTOS FINITOS, TENSÃO ESTRUTURAL, ESTRUTURAS

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    • ABNT

      CODA, Humberto Breves e BERNARDO, Caio César La-Cava Gonçalves e PACCOLA, Rodrigo Ribeiro. A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses. Composite Structures, v. 292, p. 1-17, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2022.115606. Acesso em: 14 out. 2025.

    • APA

      Coda, H. B., Bernardo, C. C. L. -C. G., & Paccola, R. R. (2022). A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses. Composite Structures, 292, 1-17. doi:10.1016/j.compstruct.2022.115606

    • NLM

      Coda HB, Bernardo CCL-CG, Paccola RR. A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses [Internet]. Composite Structures. 2022 ; 292 1-17.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.compstruct.2022.115606

    • Vancouver

      Coda HB, Bernardo CCL-CG, Paccola RR. A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses [Internet]. Composite Structures. 2022 ; 292 1-17.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.compstruct.2022.115606

  • Artigo de periodico

    Alternative multiscale material and structures modeling by the finite-element method (2022)

    Coda, Humberto Breves ; Sanches, Rodolfo André Kuche ; Paccola, Rodrigo Ribeiro

    Fonte: Engineering with Computers. Unidade: EESC

    Assuntos: MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NUMÉRICA, ESTRUTURAS

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      CODA, Humberto Breves e SANCHES, Rodolfo André Kuche e PACCOLA, Rodrigo Ribeiro. Alternative multiscale material and structures modeling by the finite-element method. Engineering with Computers, v. 38, p. S311-S329, 2022Tradução . . Disponível em: https://doi.org/10.1007/s00366-020-01148-y. Acesso em: 14 out. 2025.

    • APA

      Coda, H. B., Sanches, R. A. K., & Paccola, R. R. (2022). Alternative multiscale material and structures modeling by the finite-element method. Engineering with Computers, 38, S311-S329. doi:10.1007/s00366-020-01148-y

    • NLM

      Coda HB, Sanches RAK, Paccola RR. Alternative multiscale material and structures modeling by the finite-element method [Internet]. Engineering with Computers. 2022 ; 38 S311-S329.[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s00366-020-01148-y

    • Vancouver

      Coda HB, Sanches RAK, Paccola RR. Alternative multiscale material and structures modeling by the finite-element method [Internet]. Engineering with Computers. 2022 ; 38 S311-S329.[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s00366-020-01148-y

  • Artigo de periodico

    A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications (2021)

    Coda, Humberto Breves

    Fonte: Computational Mechanics. Unidade: EESC

    Assuntos: PLASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      CODA, Humberto Breves. A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications. Computational Mechanics, p. [1-22], 2021Tradução . . Disponível em: https://doi.org/10.1007/s00466-021-02092-4. Acesso em: 14 out. 2025.

    • APA

      Coda, H. B. (2021). A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications. Computational Mechanics, [1-22]. doi:10.1007/s00466-021-02092-4

    • NLM

      Coda HB. A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications [Internet]. Computational Mechanics. 2021 ; [1-22].[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s00466-021-02092-4

    • Vancouver

      Coda HB. A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications [Internet]. Computational Mechanics. 2021 ; [1-22].[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s00466-021-02092-4

  • Artigo de periodico

    A box element to model semi-rigid connections in shell-based thin-walled structures analysis (2021)

    Soares, Henrique Barbosa; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves

    Fonte: Engineering Structures. Unidade: EESC

    Assuntos: PAREDES, MÉTODO DOS ELEMENTOS FINITOS, ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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      SOARES, Henrique Barbosa e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. A box element to model semi-rigid connections in shell-based thin-walled structures analysis. Engineering Structures, v. 246, p. 1-17, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.113075. Acesso em: 14 out. 2025.

    • APA

      Soares, H. B., Paccola, R. R., & Coda, H. B. (2021). A box element to model semi-rigid connections in shell-based thin-walled structures analysis. Engineering Structures, 246, 1-17. doi:10.1016/j.engstruct.2021.113075

    • NLM

      Soares HB, Paccola RR, Coda HB. A box element to model semi-rigid connections in shell-based thin-walled structures analysis [Internet]. Engineering Structures. 2021 ; 246 1-17.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113075

    • Vancouver

      Soares HB, Paccola RR, Coda HB. A box element to model semi-rigid connections in shell-based thin-walled structures analysis [Internet]. Engineering Structures. 2021 ; 246 1-17.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113075

  • Artigo de periodico

    Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element (2020)

    Carrazedo, Rogério ; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves ; Salomão, Rafael

    Fonte: Composite Structures. Unidade: EESC

    Assuntos: MÉTODO DOS ELEMENTOS FINITOS, PAINÉIS SANDWICH, ESTRUTURAS

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      CARRAZEDO, Rogério et al. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element. Composite Structures, v. 244, p. 1-16, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2020.112254. Acesso em: 14 out. 2025.

    • APA

      Carrazedo, R., Paccola, R. R., Coda, H. B., & Salomão, R. (2020). Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element. Composite Structures, 244, 1-16. doi:10.1016/j.compstruct.2020.112254

    • NLM

      Carrazedo R, Paccola RR, Coda HB, Salomão R. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element [Internet]. Composite Structures. 2020 ; 244 1-16.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.compstruct.2020.112254

    • Vancouver

      Carrazedo R, Paccola RR, Coda HB, Salomão R. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element [Internet]. Composite Structures. 2020 ; 244 1-16.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.compstruct.2020.112254

  • Artigo de periodico

    Alternative active nonlinear total Lagrangian truss finite element applied to the analysis of cable nets and long span suspension bridges (2020)

    Coda, Humberto Breves ; Silva, Adriana Patrícia de Oliveira; Paccola, Rodrigo Ribeiro

    Fonte: Latin American Journal of Solids and Structures. Unidade: EESC

    Assuntos: MÉTODO DOS ELEMENTOS FINITOS, TERREMOTOS, PONTES PÊNSEIS, ESTRUTURAS

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      CODA, Humberto Breves e SILVA, Adriana Patrícia de Oliveira e PACCOLA, Rodrigo Ribeiro. Alternative active nonlinear total Lagrangian truss finite element applied to the analysis of cable nets and long span suspension bridges. Latin American Journal of Solids and Structures, v. 17, n. 3, p. 1-30, 2020Tradução . . Disponível em: https://doi.org/10.1590/1679-78255818. Acesso em: 14 out. 2025.

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      Coda, H. B., Silva, A. P. de O., & Paccola, R. R. (2020). Alternative active nonlinear total Lagrangian truss finite element applied to the analysis of cable nets and long span suspension bridges. Latin American Journal of Solids and Structures, 17( 3), 1-30. doi:10.1590/1679-78255818

    • NLM

      Coda HB, Silva AP de O, Paccola RR. Alternative active nonlinear total Lagrangian truss finite element applied to the analysis of cable nets and long span suspension bridges [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 3): 1-30.[citado 2025 out. 14 ] Available from: https://doi.org/10.1590/1679-78255818

    • Vancouver

      Coda HB, Silva AP de O, Paccola RR. Alternative active nonlinear total Lagrangian truss finite element applied to the analysis of cable nets and long span suspension bridges [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 3): 1-30.[citado 2025 out. 14 ] Available from: https://doi.org/10.1590/1679-78255818

  • Artigo de periodico

    Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation (2020)

    Carvalho, Péricles Rafael Pavão; Coda, Humberto Breves ; Sanches, Rodolfo André Kuche

    Fonte: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC

    Assuntos: MÉTODO DOS ELEMENTOS FINITOS, PLASTICIDADE DAS ESTRUTURAS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS

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      CARVALHO, Péricles Rafael Pavão e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 42, p. 1-17, 2020Tradução . . Disponível em: https://doi.org/10.1007/s40430-020-02344-z. Acesso em: 14 out. 2025.

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      Carvalho, P. R. P., Coda, H. B., & Sanches, R. A. K. (2020). Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 42, 1-17. doi:10.1007/s40430-020-02344-z

    • NLM

      Carvalho PRP, Coda HB, Sanches RAK. Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2020 ; 42 1-17.[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s40430-020-02344-z

    • Vancouver

      Carvalho PRP, Coda HB, Sanches RAK. Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2020 ; 42 1-17.[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s40430-020-02344-z

  • Artigo de periodico

    Geometrically nonlinear Hessian eigenmode decomposition for local stability analysis of thin-walled structures (2020)

    Kzam, Aref Kalilo Lima; Coda, Humberto Breves

    Fonte: Engineering with Computers. Unidade: EESC

    Assuntos: ESTABILIDADE ESTRUTURAL, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      KZAM, Aref Kalilo Lima e CODA, Humberto Breves. Geometrically nonlinear Hessian eigenmode decomposition for local stability analysis of thin-walled structures. Engineering with Computers, v. 36, p. 1627-1641, 2020Tradução . . Disponível em: https://doi.org/10.1007/s00366-019-00785-2. Acesso em: 14 out. 2025.

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      Kzam, A. K. L., & Coda, H. B. (2020). Geometrically nonlinear Hessian eigenmode decomposition for local stability analysis of thin-walled structures. Engineering with Computers, 36, 1627-1641. doi:10.1007/s00366-019-00785-2

    • NLM

      Kzam AKL, Coda HB. Geometrically nonlinear Hessian eigenmode decomposition for local stability analysis of thin-walled structures [Internet]. Engineering with Computers. 2020 ; 36 1627-1641.[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s00366-019-00785-2

    • Vancouver

      Kzam AKL, Coda HB. Geometrically nonlinear Hessian eigenmode decomposition for local stability analysis of thin-walled structures [Internet]. Engineering with Computers. 2020 ; 36 1627-1641.[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s00366-019-00785-2

  • Artigo de periodico

    ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element (2019)

    Fernandes, Jeferson Willian Dossa; Coda, Humberto Breves ; Sanches, Rodolfo André Kuche

    Fonte: Computational Mechanics. Unidade: EESC

    Assuntos: MÉTODO DOS ELEMENTOS FINITOS, DEFORMAÇÃO ESTRUTURAL, ANÁLISE NÃO LINEAR DE ESTRUTURAS, ESTRUTURAS

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      FERNANDES, Jeferson Willian Dossa e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element. Computational Mechanics, v. 63, n. 3, p. 555-569, 2019Tradução . . Disponível em: https://doi.org/10.1007/s00466-018-1609-2. Acesso em: 14 out. 2025.

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      Fernandes, J. W. D., Coda, H. B., & Sanches, R. A. K. (2019). ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element. Computational Mechanics, 63( 3), 555-569. doi:10.1007/s00466-018-1609-2

    • NLM

      Fernandes JWD, Coda HB, Sanches RAK. ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element [Internet]. Computational Mechanics. 2019 ; 63( 3): 555-569.[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s00466-018-1609-2

    • Vancouver

      Fernandes JWD, Coda HB, Sanches RAK. ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element [Internet]. Computational Mechanics. 2019 ; 63( 3): 555-569.[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s00466-018-1609-2

  • Artigo de periodico

    Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis (2019)

    Soares, Henrique Barbosa; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves

    Fonte: Thin-Walled Structures. Unidade: EESC

    Assuntos: PAREDES, MÉTODO DOS ELEMENTOS FINITOS, CONEXÕES ESTRUTURAIS, ESTRUTURAS

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    • ABNT

      SOARES, Henrique Barbosa e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis. Thin-Walled Structures, v. 136, p. 246-257, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2018.12.016. Acesso em: 14 out. 2025.

    • APA

      Soares, H. B., Paccola, R. R., & Coda, H. B. (2019). Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis. Thin-Walled Structures, 136, 246-257. doi:10.1016/j.tws.2018.12.016

    • NLM

      Soares HB, Paccola RR, Coda HB. Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis [Internet]. Thin-Walled Structures. 2019 ; 136 246-257.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.tws.2018.12.016

    • Vancouver

      Soares HB, Paccola RR, Coda HB. Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis [Internet]. Thin-Walled Structures. 2019 ; 136 246-257.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.tws.2018.12.016

  • Artigo de periodico

    Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation (2019)

    Siqueira, Tiago Morkis; Coda, Humberto Breves

    Fonte: Computational Mechanics. Unidade: EESC

    Assuntos: MÉTODO DOS ELEMENTOS FINITOS, JUNTAS ESTRUTURAIS, ESTRUTURAS

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      SIQUEIRA, Tiago Morkis e CODA, Humberto Breves. Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation. Computational Mechanics, v. 64, p. 1517–1535, 2019Tradução . . Disponível em: https://doi.org/10.1007/s00466-019-01732-0. Acesso em: 14 out. 2025.

    • APA

      Siqueira, T. M., & Coda, H. B. (2019). Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation. Computational Mechanics, 64, 1517–1535. doi:10.1007/s00466-019-01732-0

    • NLM

      Siqueira TM, Coda HB. Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation [Internet]. Computational Mechanics. 2019 ; 64 1517–1535.[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s00466-019-01732-0

    • Vancouver

      Siqueira TM, Coda HB. Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation [Internet]. Computational Mechanics. 2019 ; 64 1517–1535.[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s00466-019-01732-0

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