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

    Subjects: DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS

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    • ABNT

      ROSA, Rosicley Júnio Rodrigues e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. Multiscale analysis of solids with a spaces of functions blending method. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/b69e345e-7f57-44c1-91e0-7644a94abdd9/APF20B%7E1.PDF. Acesso em: 19 abr. 2024.
    • APA

      Rosa, R. J. R., Coda, H. B., & Sanches, R. A. K. (2020). Multiscale analysis of solids with a spaces of functions blending method. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/b69e345e-7f57-44c1-91e0-7644a94abdd9/APF20B%7E1.PDF
    • NLM

      Rosa RJR, Coda HB, Sanches RAK. Multiscale analysis of solids with a spaces of functions blending method [Internet]. Proceedings. 2020 ;[citado 2024 abr. 19 ] Available from: https://repositorio.usp.br/directbitstream/b69e345e-7f57-44c1-91e0-7644a94abdd9/APF20B%7E1.PDF
    • Vancouver

      Rosa RJR, Coda HB, Sanches RAK. Multiscale analysis of solids with a spaces of functions blending method [Internet]. Proceedings. 2020 ;[citado 2024 abr. 19 ] Available from: https://repositorio.usp.br/directbitstream/b69e345e-7f57-44c1-91e0-7644a94abdd9/APF20B%7E1.PDF
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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    • ABNT

      CARVALHO, Péricles Rafael Pavão e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. A numerical comparison between the additive and multiplicative decomposition applied to large strain thermo-elastic models. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/917e404c-16e2-417a-bfe4-8c824789511f/AP9BC7%7E1.PDF. Acesso em: 19 abr. 2024.
    • APA

      Carvalho, P. R. P., Coda, H. B., & Sanches, R. A. K. (2020). A numerical comparison between the additive and multiplicative decomposition applied to large strain thermo-elastic models. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/917e404c-16e2-417a-bfe4-8c824789511f/AP9BC7%7E1.PDF
    • NLM

      Carvalho PRP, Coda HB, Sanches RAK. A numerical comparison between the additive and multiplicative decomposition applied to large strain thermo-elastic models [Internet]. Proceedings. 2020 ;[citado 2024 abr. 19 ] Available from: https://repositorio.usp.br/directbitstream/917e404c-16e2-417a-bfe4-8c824789511f/AP9BC7%7E1.PDF
    • Vancouver

      Carvalho PRP, Coda HB, Sanches RAK. A numerical comparison between the additive and multiplicative decomposition applied to large strain thermo-elastic models [Internet]. Proceedings. 2020 ;[citado 2024 abr. 19 ] Available from: https://repositorio.usp.br/directbitstream/917e404c-16e2-417a-bfe4-8c824789511f/AP9BC7%7E1.PDF
  • Source: Engineering with Computers. Unidade: EESC

    Subjects: ESTABILIDADE ESTRUTURAL, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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    • ABNT

      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 abr. 2024.
    • APA

      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 2024 abr. 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 2024 abr. 19 ] Available from: https://doi.org/10.1007/s00366-019-00785-2
  • Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC

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

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    • ABNT

      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: 19 abr. 2024.
    • APA

      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 2024 abr. 19 ] 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 2024 abr. 19 ] Available from: https://doi.org/10.1007/s40430-020-02344-z
  • 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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    • ABNT

      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 abr. 2024.
    • 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 2024 abr. 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 2024 abr. 19 ] Available from: https://repositorio.usp.br/directbitstream/1773f1d5-cab1-466e-a3bd-95732fdaafa4/CCLGBernardo_HBCoda_RRPaccola_CILAMCE%202020.pdf
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: ESTRUTURAS, CONCRETO REFORÇADO COM FIBRAS, MÉTODO DOS ELEMENTOS FINITOS

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    • ABNT

      VIEIRA, Welington Hilário e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Mesoscale analysis of crack propagation in reinforced concrete via positional FEM using interface elements. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/6d103ae2-e7f3-47f5-8d44-b873a3f0e308/AP7DDB%7E1.PDF. Acesso em: 19 abr. 2024.
    • APA

      Vieira, W. H., Paccola, R. R., & Coda, H. B. (2020). Mesoscale analysis of crack propagation in reinforced concrete via positional FEM using interface elements. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/6d103ae2-e7f3-47f5-8d44-b873a3f0e308/AP7DDB%7E1.PDF
    • NLM

      Vieira WH, Paccola RR, Coda HB. Mesoscale analysis of crack propagation in reinforced concrete via positional FEM using interface elements [Internet]. Proceedings. 2020 ;[citado 2024 abr. 19 ] Available from: https://repositorio.usp.br/directbitstream/6d103ae2-e7f3-47f5-8d44-b873a3f0e308/AP7DDB%7E1.PDF
    • Vancouver

      Vieira WH, Paccola RR, Coda HB. Mesoscale analysis of crack propagation in reinforced concrete via positional FEM using interface elements [Internet]. Proceedings. 2020 ;[citado 2024 abr. 19 ] Available from: https://repositorio.usp.br/directbitstream/6d103ae2-e7f3-47f5-8d44-b873a3f0e308/AP7DDB%7E1.PDF
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Assunto: ESTRUTURAS

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    • ABNT

      SILVA, Adriana Patrícia de Oliveira e CODA, Humberto Breves. A positional finite element formulation for tension structures analysis. 2019, Anais.. Belo Horizonte, MG: ABMEC, 2019. Disponível em: https://repositorio.usp.br/directbitstream/d10185d5-4644-4bc0-9b6c-d81f9cd8a356/ART24.pdf. Acesso em: 19 abr. 2024.
    • APA

      Silva, A. P. de O., & Coda, H. B. (2019). A positional finite element formulation for tension structures analysis. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/d10185d5-4644-4bc0-9b6c-d81f9cd8a356/ART24.pdf
    • NLM

      Silva AP de O, Coda HB. A positional finite element formulation for tension structures analysis [Internet]. Proceedings. 2019 ;[citado 2024 abr. 19 ] Available from: https://repositorio.usp.br/directbitstream/d10185d5-4644-4bc0-9b6c-d81f9cd8a356/ART24.pdf
    • Vancouver

      Silva AP de O, Coda HB. A positional finite element formulation for tension structures analysis [Internet]. Proceedings. 2019 ;[citado 2024 abr. 19 ] Available from: https://repositorio.usp.br/directbitstream/d10185d5-4644-4bc0-9b6c-d81f9cd8a356/ART24.pdf
  • Source: Computational Mechanics. Unidade: EESC

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

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    • ABNT

      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: 19 abr. 2024.
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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 2024 abr. 19 ] 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 2024 abr. 19 ] Available from: https://doi.org/10.1007/s00466-018-1609-2
  • 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 abr. 2024.
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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 2024 abr. 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 2024 abr. 19 ] Available from: https://doi.org/10.1016/j.tws.2018.12.016
  • Source: Computational Mechanics. Unidade: EESC

    Subjects: 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: 19 abr. 2024.
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      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 2024 abr. 19 ] 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 2024 abr. 19 ] Available from: https://doi.org/10.1007/s00466-019-01732-0
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Assunto: ESTRUTURAS

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    • ABNT

      CARVALHO, Péricles Rafael Pavão et al. A numerical formulation for two-dimensional analysis of elasto-visco-plastic solids at large strains. 2019, Anais.. Belo Horizonte, MG: ABMEC, 2019. Disponível em: https://repositorio.usp.br/directbitstream/2875ccf1-a6c4-4f3d-9d81-e43c7e8d680e/art2.pdf. Acesso em: 19 abr. 2024.
    • APA

      Carvalho, P. R. P., Avancini, G., Coda, H. B., & Sanches, R. A. K. (2019). A numerical formulation for two-dimensional analysis of elasto-visco-plastic solids at large strains. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/2875ccf1-a6c4-4f3d-9d81-e43c7e8d680e/art2.pdf
    • NLM

      Carvalho PRP, Avancini G, Coda HB, Sanches RAK. A numerical formulation for two-dimensional analysis of elasto-visco-plastic solids at large strains [Internet]. Proceedings. 2019 ;[citado 2024 abr. 19 ] Available from: https://repositorio.usp.br/directbitstream/2875ccf1-a6c4-4f3d-9d81-e43c7e8d680e/art2.pdf
    • Vancouver

      Carvalho PRP, Avancini G, Coda HB, Sanches RAK. A numerical formulation for two-dimensional analysis of elasto-visco-plastic solids at large strains [Internet]. Proceedings. 2019 ;[citado 2024 abr. 19 ] Available from: https://repositorio.usp.br/directbitstream/2875ccf1-a6c4-4f3d-9d81-e43c7e8d680e/art2.pdf
  • 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/e86b9265-a94a-4f32-baa0-19b7d4aff0a1/ART25.pdf. Acesso em: 19 abr. 2024.
    • 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/e86b9265-a94a-4f32-baa0-19b7d4aff0a1/ART25.pdf
    • NLM

      Soares HB, Paccola RR, Coda HB. Computational tool for buckling analysis via positional finite element method [Internet]. Proceedings. 2019 ;[citado 2024 abr. 19 ] Available from: https://repositorio.usp.br/directbitstream/e86b9265-a94a-4f32-baa0-19b7d4aff0a1/ART25.pdf
    • Vancouver

      Soares HB, Paccola RR, Coda HB. Computational tool for buckling analysis via positional finite element method [Internet]. Proceedings. 2019 ;[citado 2024 abr. 19 ] Available from: https://repositorio.usp.br/directbitstream/e86b9265-a94a-4f32-baa0-19b7d4aff0a1/ART25.pdf
  • Source: Proceedings. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Assunto: ESTRUTURAS

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    • ABNT

      SIQUEIRA, Tiago Morkis e CODA, Humberto Breves. Modelling of actuated 3D mechanisms by a dynamic geometric nonlinear FEM formulation with application in aerospace structures. 2018, Anais.. [Belo Horizonte, MG]: ABMEC, 2018. . Acesso em: 19 abr. 2024.
    • APA

      Siqueira, T. M., & Coda, H. B. (2018). Modelling of actuated 3D mechanisms by a dynamic geometric nonlinear FEM formulation with application in aerospace structures. In Proceedings. [Belo Horizonte, MG]: ABMEC.
    • NLM

      Siqueira TM, Coda HB. Modelling of actuated 3D mechanisms by a dynamic geometric nonlinear FEM formulation with application in aerospace structures. Proceedings. 2018 ;[citado 2024 abr. 19 ]
    • Vancouver

      Siqueira TM, Coda HB. Modelling of actuated 3D mechanisms by a dynamic geometric nonlinear FEM formulation with application in aerospace structures. Proceedings. 2018 ;[citado 2024 abr. 19 ]
  • Source: Anais. Conference titles: Simpósio de Mecânica Computacional - SIMMEC. Unidade: EESC

    Subjects: DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS

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    • ABNT

      CARVALHO, Péricles Rafael Pavão e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. Uma formulação posicional do MEF para análise de sólidos 2D com material elasto-plástico e grandes deformações. 2018, Anais.. Vitória, ES: ABMEC/UFES, 2018. Disponível em: https://doity.com.br/media/doity/submissoes/artigo-47daa4dc31d709bc4511341c424230a51e864376-arquivo.pdf. Acesso em: 19 abr. 2024.
    • APA

      Carvalho, P. R. P., Coda, H. B., & Sanches, R. A. K. (2018). Uma formulação posicional do MEF para análise de sólidos 2D com material elasto-plástico e grandes deformações. In Anais. Vitória, ES: ABMEC/UFES. Recuperado de https://doity.com.br/media/doity/submissoes/artigo-47daa4dc31d709bc4511341c424230a51e864376-arquivo.pdf
    • NLM

      Carvalho PRP, Coda HB, Sanches RAK. Uma formulação posicional do MEF para análise de sólidos 2D com material elasto-plástico e grandes deformações [Internet]. Anais. 2018 ;[citado 2024 abr. 19 ] Available from: https://doity.com.br/media/doity/submissoes/artigo-47daa4dc31d709bc4511341c424230a51e864376-arquivo.pdf
    • Vancouver

      Carvalho PRP, Coda HB, Sanches RAK. Uma formulação posicional do MEF para análise de sólidos 2D com material elasto-plástico e grandes deformações [Internet]. Anais. 2018 ;[citado 2024 abr. 19 ] Available from: https://doity.com.br/media/doity/submissoes/artigo-47daa4dc31d709bc4511341c424230a51e864376-arquivo.pdf
  • Source: Proceedings. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: DEFORMAÇÃO ESTRUTURAL, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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    • ABNT

      CARVALHO, Péricles Rafael Pavão et al. A positional FEM formulation for contact analysis of 2D elastoplastic solids. 2018, Anais.. [Belo Horizonte, MG]: ABMEC, 2018. . Acesso em: 19 abr. 2024.
    • APA

      Carvalho, P. R. P., Coda, H. B., Sanches, R. A. K., & Fernandes, J. W. D. (2018). A positional FEM formulation for contact analysis of 2D elastoplastic solids. In Proceedings. [Belo Horizonte, MG]: ABMEC.
    • NLM

      Carvalho PRP, Coda HB, Sanches RAK, Fernandes JWD. A positional FEM formulation for contact analysis of 2D elastoplastic solids. Proceedings. 2018 ;[citado 2024 abr. 19 ]
    • Vancouver

      Carvalho PRP, Coda HB, Sanches RAK, Fernandes JWD. A positional FEM formulation for contact analysis of 2D elastoplastic solids. Proceedings. 2018 ;[citado 2024 abr. 19 ]
  • Source: Proceedings. Conference titles: International Conference on Computational Methods - ICCM. Unidade: EESC

    Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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    • ABNT

      SIQUEIRA, Tiago Morkis e CODA, Humberto Breves. A positional FEM mormulation applied to 2D dynamic nonlinear analysis of structures and mechanisms with improved frictional internal sliding connections. 2018, Anais.. Rome, Italy: Universitá Di Roma, 2018. . Acesso em: 19 abr. 2024.
    • APA

      Siqueira, T. M., & Coda, H. B. (2018). A positional FEM mormulation applied to 2D dynamic nonlinear analysis of structures and mechanisms with improved frictional internal sliding connections. In Proceedings. Rome, Italy: Universitá Di Roma.
    • NLM

      Siqueira TM, Coda HB. A positional FEM mormulation applied to 2D dynamic nonlinear analysis of structures and mechanisms with improved frictional internal sliding connections. Proceedings. 2018 ;[citado 2024 abr. 19 ]
    • Vancouver

      Siqueira TM, Coda HB. A positional FEM mormulation applied to 2D dynamic nonlinear analysis of structures and mechanisms with improved frictional internal sliding connections. Proceedings. 2018 ;[citado 2024 abr. 19 ]
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: ORTODONTIA, BIOMECÂNICA, ESTRUTURAS

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      GARCÍA SÁNCHEZ, Jesus Antonio e CODA, Humberto Breves. The search for the centre of resistance of a tooth using a finite element model and the continuum mechanics. Latin American Journal of Solids and Structures, v. 15, n. 5, p. 1-18, 2018Tradução . . Disponível em: https://doi.org/10.1590/1679-78254373. Acesso em: 19 abr. 2024.
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      García Sánchez, J. A., & Coda, H. B. (2018). The search for the centre of resistance of a tooth using a finite element model and the continuum mechanics. Latin American Journal of Solids and Structures, 15( 5), 1-18. doi:10.1590/1679-78254373
    • NLM

      García Sánchez JA, Coda HB. The search for the centre of resistance of a tooth using a finite element model and the continuum mechanics [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 5): 1-18.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1590/1679-78254373
    • Vancouver

      García Sánchez JA, Coda HB. The search for the centre of resistance of a tooth using a finite element model and the continuum mechanics [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 5): 1-18.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1590/1679-78254373
  • Source: Thin-Walled Structures. Unidade: EESC

    Subjects: ESTRUTURAS DE AÇO, PAREDES, MÉTODO DOS ELEMENTOS FINITOS, VIBRAÇÕES, ESTRUTURAS

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    • ABNT

      BASAGLIA, Cilmar e CAMOTIM, Dinar e CODA, Humberto Breves. Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames. Thin-Walled Structures, v. 127, p. 259-274, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2018.01.038. Acesso em: 19 abr. 2024.
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      Basaglia, C., Camotim, D., & Coda, H. B. (2018). Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames. Thin-Walled Structures, 127, 259-274. doi:10.1016/j.tws.2018.01.038
    • NLM

      Basaglia C, Camotim D, Coda HB. Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames [Internet]. Thin-Walled Structures. 2018 ; 127 259-274.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1016/j.tws.2018.01.038
    • Vancouver

      Basaglia C, Camotim D, Coda HB. Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames [Internet]. Thin-Walled Structures. 2018 ; 127 259-274.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1016/j.tws.2018.01.038
  • Source: Finite Elements in Analysis and Design. Unidade: EESC

    Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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    • ABNT

      NOGUEIRA, Geovanne Viana e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. A consistent UVLWT formulation for laminated plane frame analysis considering semi-rigid connections. Finite Elements in Analysis and Design, v. 140, p. 59-83, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2017.11.008. Acesso em: 19 abr. 2024.
    • APA

      Nogueira, G. V., Paccola, R. R., & Coda, H. B. (2018). A consistent UVLWT formulation for laminated plane frame analysis considering semi-rigid connections. Finite Elements in Analysis and Design, 140, 59-83. doi:10.1016/j.finel.2017.11.008
    • NLM

      Nogueira GV, Paccola RR, Coda HB. A consistent UVLWT formulation for laminated plane frame analysis considering semi-rigid connections [Internet]. Finite Elements in Analysis and Design. 2018 ; 140 59-83.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1016/j.finel.2017.11.008
    • Vancouver

      Nogueira GV, Paccola RR, Coda HB. A consistent UVLWT formulation for laminated plane frame analysis considering semi-rigid connections [Internet]. Finite Elements in Analysis and Design. 2018 ; 140 59-83.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1016/j.finel.2017.11.008
  • Source: Composite Structures. Unidade: EESC

    Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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    • ABNT

      CARRAZEDO, Rogério e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Active face prismatic positional finite element for linear and geometrically nonlinear analysis of honeycomb sandwich plates and shells. Composite Structures, v. 200, p. 849-863, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2018.06.009. Acesso em: 19 abr. 2024.
    • APA

      Carrazedo, R., Paccola, R. R., & Coda, H. B. (2018). Active face prismatic positional finite element for linear and geometrically nonlinear analysis of honeycomb sandwich plates and shells. Composite Structures, 200, 849-863. doi:10.1016/j.compstruct.2018.06.009
    • NLM

      Carrazedo R, Paccola RR, Coda HB. Active face prismatic positional finite element for linear and geometrically nonlinear analysis of honeycomb sandwich plates and shells [Internet]. Composite Structures. 2018 ; 200 849-863.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1016/j.compstruct.2018.06.009
    • Vancouver

      Carrazedo R, Paccola RR, Coda HB. Active face prismatic positional finite element for linear and geometrically nonlinear analysis of honeycomb sandwich plates and shells [Internet]. Composite Structures. 2018 ; 200 849-863.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1016/j.compstruct.2018.06.009

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