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Filtros : "CODA, HUMBERTO BREVES" Removido: "Financiado pela CAPES" Limpar

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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

    Source: 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: 19 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. 19 ] 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. 19 ] 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

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

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

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      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: 19 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. 19 ] 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. 19 ] 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

    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: 19 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. 19 ] 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. 19 ] 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

    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: 19 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. 19 ] 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. 19 ] 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

    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: 19 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. 19 ] 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. 19 ] 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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      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: 19 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. 19 ] 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. 19 ] 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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      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: 19 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. 19 ] 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. 19 ] Available from: http://dx.doi.org/10.1007/s00707-024-03914-1

  • 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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      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: 19 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. 19 ] 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. 19 ] 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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      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: 19 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. 19 ] 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. 19 ] Available from: https://doi.org/10.1016/j.compstruct.2022.115606

  • 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: 19 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

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      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. 19 ] 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. 19 ] Available from: https://doi.org/10.1590/1679-78256568

  • 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: 19 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. 19 ] 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. 19 ] 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: 19 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. 19 ] 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. 19 ] 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: 19 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. 19 ] 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. 19 ] 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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      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: 19 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. 19 ] 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. 19 ] Available from: https://repositorio.usp.br/directbitstream/d85a071d-f939-4a5f-ab3a-fe7720f34243/arti81.pdf

  • Trabalho de evento

    A finite strain elastoplastic model based on Flory’s decomposition (2021)

    Kishino, Vitor Hiroshi; Kishino, Renato Takeo; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves

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

    Subjects: DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS

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      KISHINO, Vitor Hiroshi et al. A finite strain elastoplastic model based on Flory’s decomposition. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/1c102b3d-3cea-415d-a971-8d5f0241a5de/arti75.pdf. Acesso em: 19 out. 2025.

    • APA

      Kishino, V. H., Kishino, R. T., Paccola, R. R., & Coda, H. B. (2021). A finite strain elastoplastic model based on Flory’s decomposition. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/1c102b3d-3cea-415d-a971-8d5f0241a5de/arti75.pdf

    • NLM

      Kishino VH, Kishino RT, Paccola RR, Coda HB. A finite strain elastoplastic model based on Flory’s decomposition [Internet]. Proceedings. 2021 ;[citado 2025 out. 19 ] Available from: https://repositorio.usp.br/directbitstream/1c102b3d-3cea-415d-a971-8d5f0241a5de/arti75.pdf

    • Vancouver

      Kishino VH, Kishino RT, Paccola RR, Coda HB. A finite strain elastoplastic model based on Flory’s decomposition [Internet]. Proceedings. 2021 ;[citado 2025 out. 19 ] Available from: https://repositorio.usp.br/directbitstream/1c102b3d-3cea-415d-a971-8d5f0241a5de/arti75.pdf

  • 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

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

    Subjects: 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: 19 out. 2025.

    • APA

      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. 19 ] 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. 19 ] Available from: https://doi.org/10.1590/1679-78255818

  • Trabalho de evento

    Computational algorithm for geometrically nonlinear analysis of laminated composite frames with zig-zag enhacement of the transverse strain field (2020)

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

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

    Subjects: LAMINADOS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      BERNARDO, Caio César La-Cava Gonçalves e CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. Computational algorithm for geometrically nonlinear analysis of laminated composite frames with zig-zag enhacement of the transverse strain field. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/1773f1d5-cab1-466e-a3bd-95732fdaafa4/CCLGBernardo_HBCoda_RRPaccola_CILAMCE%202020.pdf. Acesso em: 19 out. 2025.

    • APA

      Bernardo, C. C. L. -C. G., Coda, H. B., & Paccola, R. R. (2020). Computational algorithm for geometrically nonlinear analysis of laminated composite frames with zig-zag enhacement of the transverse strain field. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/1773f1d5-cab1-466e-a3bd-95732fdaafa4/CCLGBernardo_HBCoda_RRPaccola_CILAMCE%202020.pdf

    • NLM

      Bernardo CCL-CG, Coda HB, Paccola RR. Computational algorithm for geometrically nonlinear analysis of laminated composite frames with zig-zag enhacement of the transverse strain field [Internet]. Proceedings. 2020 ;[citado 2025 out. 19 ] Available from: https://repositorio.usp.br/directbitstream/1773f1d5-cab1-466e-a3bd-95732fdaafa4/CCLGBernardo_HBCoda_RRPaccola_CILAMCE%202020.pdf

    • Vancouver

      Bernardo CCL-CG, Coda HB, Paccola RR. Computational algorithm for geometrically nonlinear analysis of laminated composite frames with zig-zag enhacement of the transverse strain field [Internet]. Proceedings. 2020 ;[citado 2025 out. 19 ] Available from: https://repositorio.usp.br/directbitstream/1773f1d5-cab1-466e-a3bd-95732fdaafa4/CCLGBernardo_HBCoda_RRPaccola_CILAMCE%202020.pdf

  • Artigo de periodico

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

    Kzam, Aref Kalilo Lima; Coda, Humberto Breves

    Source: Engineering with Computers. Unidade: EESC

    Subjects: 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: 19 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. 19 ] 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. 19 ] Available from: https://doi.org/10.1007/s00366-019-00785-2

  • 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

    Source: Thin-Walled Structures. Unidade: EESC

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

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      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: 19 out. 2025.

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      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. 19 ] 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. 19 ] Available from: https://doi.org/10.1016/j.tws.2018.12.016

  • Trabalho de evento

    Computational tool for buckling analysis via positional finite element method (2019)

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

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

    Assunto: ESTRUTURAS

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    • ABNT

      SOARES, Henrique Barbosa e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Computational tool for buckling analysis via positional finite element method. 2019, Anais.. Belo Horizonte, MG: ABMEC, 2019. Disponível em: https://repositorio.usp.br/directbitstream/3a014c66-9ca1-4fe7-886a-391ac0b36245/3051491.pdf. Acesso em: 19 out. 2025.

    • APA

      Soares, H. B., Paccola, R. R., & Coda, H. B. (2019). Computational tool for buckling analysis via positional finite element method. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/3a014c66-9ca1-4fe7-886a-391ac0b36245/3051491.pdf

    • NLM

      Soares HB, Paccola RR, Coda HB. Computational tool for buckling analysis via positional finite element method [Internet]. Proceedings. 2019 ;[citado 2025 out. 19 ] Available from: https://repositorio.usp.br/directbitstream/3a014c66-9ca1-4fe7-886a-391ac0b36245/3051491.pdf

    • Vancouver

      Soares HB, Paccola RR, Coda HB. Computational tool for buckling analysis via positional finite element method [Internet]. Proceedings. 2019 ;[citado 2025 out. 19 ] Available from: https://repositorio.usp.br/directbitstream/3a014c66-9ca1-4fe7-886a-391ac0b36245/3051491.pdf

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