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Filtros : "CODA, HUMBERTO BREVES" Removido: "Financiamento CNPq" Limpar

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  • 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

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

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, CONCRETO, ESTRUTURAS

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      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: 13 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. 13 ] 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. 13 ] Available from: http://dx.doi.org/10.1590/S1983-41952024000100011

  • Artigo de periodico

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

    Coda, Humberto Breves

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

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

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      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: 13 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. 13 ] 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. 13 ] Available from: http://dx.doi.org/10.1007/s40430-024-05281-3

  • 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

    Source: Livro de Resumos Expandidos. Conference titles: Congresso de Iniciação Científica e Tecnológica em Engenharia - CICTE. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, TRELIÇAS, ESTRUTURAS

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      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: 13 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. 13 ] 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. 13 ] 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

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

    Subjects: 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: 13 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. 13 ] 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. 13 ] 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

    Source: Acta Mechanica. Unidade: EESC

    Subjects: 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: 13 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. 13 ] 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. 13 ] 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

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

    Subjects: 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: 13 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. 13 ] 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. 13 ] 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

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

    Subjects: 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: 13 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. 13 ] 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. 13 ] Available from: https://doi.org/10.1016/j.cma.2022.114622

  • Artigo de periodico

    Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids (2022)

    Kishino, Renato Takeo; Kishino, Vitor Hiroshi; Sanches, Rodolfo André Kuche ; Coda, Humberto Breves

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

    Subjects: VISCOELASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      KISHINO, Renato Takeo et al. Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids. Latin American Journal of Solids and Structures, v. 19, n. 4, p. 1-37, 2022Tradução . . Disponível em: https://doi.org/10.1590/1679-78257010. Acesso em: 13 out. 2025.

    • APA

      Kishino, R. T., Kishino, V. H., Sanches, R. A. K., & Coda, H. B. (2022). Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids. Latin American Journal of Solids and Structures, 19( 4), 1-37. doi:10.1590/1679-78257010

    • NLM

      Kishino RT, Kishino VH, Sanches RAK, Coda HB. Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 4): 1-37.[citado 2025 out. 13 ] Available from: https://doi.org/10.1590/1679-78257010

    • Vancouver

      Kishino RT, Kishino VH, Sanches RAK, Coda HB. Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 4): 1-37.[citado 2025 out. 13 ] Available from: https://doi.org/10.1590/1679-78257010

  • Artigo de periodico

    Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM (2022)

    Siqueira, Tiago Morkis; Morantes Rodríguez, Edwin Alexander; Coda, Humberto Breves

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

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ELEMENTOS ESTRUTURAIS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS

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    • ABNT

      SIQUEIRA, Tiago Morkis e MORANTES RODRÍGUEZ, Edwin Alexander e CODA, Humberto Breves. Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM. Latin American Journal of Solids and Structures, v. 19, n. 7, p. 1-31, 2022Tradução . . Disponível em: https://doi.org/10.1590/1679-78257295. Acesso em: 13 out. 2025.

    • APA

      Siqueira, T. M., Morantes Rodríguez, E. A., & Coda, H. B. (2022). Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM. Latin American Journal of Solids and Structures, 19( 7), 1-31. doi:10.1590/1679-78257295

    • NLM

      Siqueira TM, Morantes Rodríguez EA, Coda HB. Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 7): 1-31.[citado 2025 out. 13 ] Available from: https://doi.org/10.1590/1679-78257295

    • Vancouver

      Siqueira TM, Morantes Rodríguez EA, Coda HB. Dynamical analysis of sliding connections with mesh independent roughness by a total Lagrangian FEM [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 7): 1-31.[citado 2025 out. 13 ] Available from: https://doi.org/10.1590/1679-78257295

  • 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

    Source: Composite Structures. Unidade: EESC

    Subjects: 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: 13 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. 13 ] 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. 13 ] 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

    Source: Engineering with Computers. Unidade: EESC

    Subjects: 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: 13 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. 13 ] 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. 13 ] Available from: https://doi.org/10.1007/s00366-020-01148-y

  • Artigo de periodico

    A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach (2021)

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

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

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, PAREDES, ESTRUTURAS

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    • ABNT

      SOARES, Henrique Barbosa e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach. Latin American Journal of Solids and Structures, v. 18, n. 2, p. 1-24, 2021Tradução . . Disponível em: https://doi.org/10.1590/1679-78256253. Acesso em: 13 out. 2025.

    • APA

      Soares, H. B., Paccola, R. R., & Coda, H. B. (2021). A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach. Latin American Journal of Solids and Structures, 18( 2), 1-24. doi:10.1590/1679-78256253

    • NLM

      Soares HB, Paccola RR, Coda HB. A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 2): 1-24.[citado 2025 out. 13 ] Available from: https://doi.org/10.1590/1679-78256253

    • Vancouver

      Soares HB, Paccola RR, Coda HB. A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 2): 1-24.[citado 2025 out. 13 ] Available from: https://doi.org/10.1590/1679-78256253

  • Artigo de periodico

    An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation (2021)

    Coda, Humberto Breves

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

    Subjects: PAINÉIS SANDWICH, ELASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      CODA, Humberto Breves. An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation. Latin American Journal of Solids and Structures, v. 18, n. 6, p. 1-26, 2021Tradução . . Disponível em: https://doi.org/10.1590/1679-78256568. Acesso em: 13 out. 2025.

    • APA

      Coda, H. B. (2021). An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation. Latin American Journal of Solids and Structures, 18( 6), 1-26. doi:10.1590/1679-78256568

    • NLM

      Coda HB. An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 6): 1-26.[citado 2025 out. 13 ] Available from: https://doi.org/10.1590/1679-78256568

    • Vancouver

      Coda HB. An alternative finite strain elastoplastic model applied to soft core sandwich panels simulation [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 6): 1-26.[citado 2025 out. 13 ] Available from: https://doi.org/10.1590/1679-78256568

  • Trabalho de evento

    Crack analysis of mesoscale concrete by FEM using an alternative mesh overlay to represent mortar and coarse aggregate (2021)

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

    Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ARGAMASSA, ESTRUTURAS

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    • ABNT

      VIEIRA, Welington Hilário e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Crack analysis of mesoscale concrete by FEM using an alternative mesh overlay to represent mortar and coarse aggregate. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/7bd05b75-044f-4f26-ba0e-5bee2534c3e8/arti88.pdf. Acesso em: 13 out. 2025.

    • APA

      Vieira, W. H., Paccola, R. R., & Coda, H. B. (2021). Crack analysis of mesoscale concrete by FEM using an alternative mesh overlay to represent mortar and coarse aggregate. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/7bd05b75-044f-4f26-ba0e-5bee2534c3e8/arti88.pdf

    • NLM

      Vieira WH, Paccola RR, Coda HB. Crack analysis of mesoscale concrete by FEM using an alternative mesh overlay to represent mortar and coarse aggregate [Internet]. Proceedings. 2021 ;[citado 2025 out. 13 ] Available from: https://repositorio.usp.br/directbitstream/7bd05b75-044f-4f26-ba0e-5bee2534c3e8/arti88.pdf

    • Vancouver

      Vieira WH, Paccola RR, Coda HB. Crack analysis of mesoscale concrete by FEM using an alternative mesh overlay to represent mortar and coarse aggregate [Internet]. Proceedings. 2021 ;[citado 2025 out. 13 ] Available from: https://repositorio.usp.br/directbitstream/7bd05b75-044f-4f26-ba0e-5bee2534c3e8/arti88.pdf

  • Artigo de periodico

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

    Coda, Humberto Breves

    Source: Computational Mechanics. Unidade: EESC

    Subjects: 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: 13 out. 2025.

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      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. 13 ] 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. 13 ] Available from: https://doi.org/10.1007/s00466-021-02092-4

  • Trabalho de evento

    A simple formulation applied to finite strain viscoelastic solids and compressive flows (2021)

    Kishino, Renato Takeo; Kishino, Vitor Hiroshi; Sanches, Rodolfo André Kuche ; Coda, Humberto Breves

    Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: VISCOELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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      KISHINO, Renato Takeo et al. A simple formulation applied to finite strain viscoelastic solids and compressive flows. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/9f5c891c-eefc-4aa9-aed6-d1d86cfd764f/arti73.pdf. Acesso em: 13 out. 2025.

    • APA

      Kishino, R. T., Kishino, V. H., Sanches, R. A. K., & Coda, H. B. (2021). A simple formulation applied to finite strain viscoelastic solids and compressive flows. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/9f5c891c-eefc-4aa9-aed6-d1d86cfd764f/arti73.pdf

    • NLM

      Kishino RT, Kishino VH, Sanches RAK, Coda HB. A simple formulation applied to finite strain viscoelastic solids and compressive flows [Internet]. Proceedings. 2021 ;[citado 2025 out. 13 ] Available from: https://repositorio.usp.br/directbitstream/9f5c891c-eefc-4aa9-aed6-d1d86cfd764f/arti73.pdf

    • Vancouver

      Kishino RT, Kishino VH, Sanches RAK, Coda HB. A simple formulation applied to finite strain viscoelastic solids and compressive flows [Internet]. Proceedings. 2021 ;[citado 2025 out. 13 ] Available from: https://repositorio.usp.br/directbitstream/9f5c891c-eefc-4aa9-aed6-d1d86cfd764f/arti73.pdf

  • Trabalho de evento

    Geometric nonlinear analysis of tensioned membranes using the Positional Finite Element Method (2021)

    Perlin, Christian Luiz; Coda, Humberto Breves

    Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      PERLIN, Christian Luiz e CODA, Humberto Breves. Geometric nonlinear analysis of tensioned membranes using the Positional Finite Element Method. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/80b707c2-43a4-43d1-8483-e2265aa40cad/arti80.pdf. Acesso em: 13 out. 2025.

    • APA

      Perlin, C. L., & Coda, H. B. (2021). Geometric nonlinear analysis of tensioned membranes using the Positional Finite Element Method. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/80b707c2-43a4-43d1-8483-e2265aa40cad/arti80.pdf

    • NLM

      Perlin CL, Coda HB. Geometric nonlinear analysis of tensioned membranes using the Positional Finite Element Method [Internet]. Proceedings. 2021 ;[citado 2025 out. 13 ] Available from: https://repositorio.usp.br/directbitstream/80b707c2-43a4-43d1-8483-e2265aa40cad/arti80.pdf

    • Vancouver

      Perlin CL, Coda HB. Geometric nonlinear analysis of tensioned membranes using the Positional Finite Element Method [Internet]. Proceedings. 2021 ;[citado 2025 out. 13 ] Available from: https://repositorio.usp.br/directbitstream/80b707c2-43a4-43d1-8483-e2265aa40cad/arti80.pdf

  • Trabalho de evento

    A membrane finite element based on position applied to the contact of fabrics with rigid surfaces (2021)

    Perlin, Christian Luiz; Coda, Humberto Breves

    Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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    • ABNT

      PERLIN, Christian Luiz e CODA, Humberto Breves. A membrane finite element based on position applied to the contact of fabrics with rigid surfaces. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/d85a071d-f939-4a5f-ab3a-fe7720f34243/arti81.pdf. Acesso em: 13 out. 2025.

    • APA

      Perlin, C. L., & Coda, H. B. (2021). A membrane finite element based on position applied to the contact of fabrics with rigid surfaces. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/d85a071d-f939-4a5f-ab3a-fe7720f34243/arti81.pdf

    • NLM

      Perlin CL, Coda HB. A membrane finite element based on position applied to the contact of fabrics with rigid surfaces [Internet]. Proceedings. 2021 ;[citado 2025 out. 13 ] Available from: https://repositorio.usp.br/directbitstream/d85a071d-f939-4a5f-ab3a-fe7720f34243/arti81.pdf

    • Vancouver

      Perlin CL, Coda HB. A membrane finite element based on position applied to the contact of fabrics with rigid surfaces [Internet]. Proceedings. 2021 ;[citado 2025 out. 13 ] Available from: https://repositorio.usp.br/directbitstream/d85a071d-f939-4a5f-ab3a-fe7720f34243/arti81.pdf

  • Trabalho de evento

    Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models (2021)

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

    Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: ESTRUTURAS DE CONCRETO ARMADO, DANO, ESTRUTURAS

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      VIEIRA, Welington Hilário e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.pdf. Acesso em: 13 out. 2025.

    • APA

      Vieira, W. H., Paccola, R. R., & Coda, H. B. (2021). Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.pdf

    • NLM

      Vieira WH, Paccola RR, Coda HB. Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models [Internet]. Proceedings. 2021 ;[citado 2025 out. 13 ] Available from: https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.pdf

    • Vancouver

      Vieira WH, Paccola RR, Coda HB. Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models [Internet]. Proceedings. 2021 ;[citado 2025 out. 13 ] Available from: https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.pdf

  • 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

    Source: Engineering Structures. Unidade: EESC

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

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    • ABNT

      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: 13 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. 13 ] 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. 13 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113075

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