Filtros : "Computer Methods in Applied Mechanics and Engineering" "MÉTODO DOS ELEMENTOS FINITOS" Limpar

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  • 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: 11 nov. 2025.
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      Bomfim, D. S., Coda, H. B., & Paccola, R. R. (2025). Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions. Computer Methods in Applied Mechanics and Engineering, 436, 1-22. doi:10.1016/j.cma.2024.117716
    • NLM

      Bomfim DS, Coda HB, Paccola RR. Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions [Internet]. Computer Methods in Applied Mechanics and Engineering. 2025 ; 436 1-22.[citado 2025 nov. 11 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.117716
    • Vancouver

      Bomfim DS, Coda HB, Paccola RR. Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions [Internet]. Computer Methods in Applied Mechanics and Engineering. 2025 ; 436 1-22.[citado 2025 nov. 11 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.117716
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESCOAMENTO, MECÂNICA DOS FLUÍDOS, ESTRUTURAS

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      AVANCINI, Giovane et al. A particle-position-based finite element formulation for free-surface flows with topological changes. Computer Methods in Applied Mechanics and Engineering, v. 429, p. 1-26, 2024Tradução . . Disponível em: https://dx.doi.org/10.1016/j.cma.2024.117118. Acesso em: 11 nov. 2025.
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      Avancini, G., Franci, A., Idelsohn, S., & Sanches, R. A. K. (2024). A particle-position-based finite element formulation for free-surface flows with topological changes. Computer Methods in Applied Mechanics and Engineering, 429, 1-26. doi:10.1016/j.cma.2024.117118
    • NLM

      Avancini G, Franci A, Idelsohn S, Sanches RAK. A particle-position-based finite element formulation for free-surface flows with topological changes [Internet]. Computer Methods in Applied Mechanics and Engineering. 2024 ; 429 1-26.[citado 2025 nov. 11 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.117118
    • Vancouver

      Avancini G, Franci A, Idelsohn S, Sanches RAK. A particle-position-based finite element formulation for free-surface flows with topological changes [Internet]. Computer Methods in Applied Mechanics and Engineering. 2024 ; 429 1-26.[citado 2025 nov. 11 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.117118
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EP

    Subjects: MÉTODOS NUMÉRICOS, MÉTODO DOS ELEMENTOS FINITOS, DINÂMICA DAS ESTRUTURAS

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      GAY NETO, Alfredo. Framework for automatic contact detection in a multibody system. Computer Methods in Applied Mechanics and Engineering, v. 403, n. Ja 2023, p. 31 on-line, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2022.115703. Acesso em: 11 nov. 2025.
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      Gay Neto, A. (2023). Framework for automatic contact detection in a multibody system. Computer Methods in Applied Mechanics and Engineering, 403( Ja 2023), 31 on-line. doi:10.1016/j.cma.2022.115703
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      Gay Neto A. Framework for automatic contact detection in a multibody system [Internet]. Computer Methods in Applied Mechanics and Engineering. 2023 ; 403( Ja 2023): 31 on-line.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2022.115703
    • Vancouver

      Gay Neto A. Framework for automatic contact detection in a multibody system [Internet]. Computer Methods in Applied Mechanics and Engineering. 2023 ; 403( Ja 2023): 31 on-line.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2022.115703
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ROBUSTEZ, ESTRUTURAS

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      BENTO, Murilo Eduardo Casteroba e PROENÇA, Sérgio Persival Baroncini e DUARTE, C. A. Well-conditioned and optimally convergent second-order Generalized/eXtended FEM formulations for linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, v. 394, p. 1-24, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2022.114917. Acesso em: 11 nov. 2025.
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      Bento, M. E. C., Proença, S. P. B., & Duarte, C. A. (2022). Well-conditioned and optimally convergent second-order Generalized/eXtended FEM formulations for linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, 394, 1-24. doi:10.1016/j.cma.2022.114917
    • NLM

      Bento MEC, Proença SPB, Duarte CA. Well-conditioned and optimally convergent second-order Generalized/eXtended FEM formulations for linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2022 ; 394 1-24.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2022.114917
    • Vancouver

      Bento MEC, Proença SPB, Duarte CA. Well-conditioned and optimally convergent second-order Generalized/eXtended FEM formulations for linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2022 ; 394 1-24.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2022.114917
  • 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: 11 nov. 2025.
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      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
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      Rosa RJR, Coda HB, Sanches RAK. Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2022 ; 392 1-28.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2022.114622
    • Vancouver

      Rosa RJR, Coda HB, Sanches RAK. Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2022 ; 392 1-28.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2022.114622
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EP

    Subjects: ESCOAMENTO, FLUXO TURBULENTO DOS LÍQUIDOS, MÉTODOS TOPOLÓGICOS, MÉTODO DOS ELEMENTOS FINITOS

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      SÁ, Luís Fernando Nogueira de et al. Topology optimization of turbulent rotating flows using Spalart–Allmaras model. Computer Methods in Applied Mechanics and Engineering, v. 385, p. 1-19, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2020.113551. Acesso em: 11 nov. 2025.
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      Sá, L. F. N. de, Yamabe, P. V. M., Carmo, B. S., & Silva, E. C. N. (2021). Topology optimization of turbulent rotating flows using Spalart–Allmaras model. Computer Methods in Applied Mechanics and Engineering, 385, 1-19. doi:10.1016/j.cma.2020.113551
    • NLM

      Sá LFN de, Yamabe PVM, Carmo BS, Silva ECN. Topology optimization of turbulent rotating flows using Spalart–Allmaras model [Internet]. Computer Methods in Applied Mechanics and Engineering. 2021 ; 385 1-19.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2020.113551
    • Vancouver

      Sá LFN de, Yamabe PVM, Carmo BS, Silva ECN. Topology optimization of turbulent rotating flows using Spalart–Allmaras model [Internet]. Computer Methods in Applied Mechanics and Engineering. 2021 ; 385 1-19.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2020.113551
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: DINÂMICA DOS FLUÍDOS COMPUTACIONAL, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      FERNANDES, Jeferson Wilian Dossa e SANCHES, Rodolfo André Kuche e BARBARULO, Andrea. A stabilized mixed space–time Proper Generalized Decomposition for the Navier–Stokes equations. Computer Methods in Applied Mechanics and Engineering, v. 386, p. 1-22, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2021.114102. Acesso em: 11 nov. 2025.
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      Fernandes, J. W. D., Sanches, R. A. K., & Barbarulo, A. (2021). A stabilized mixed space–time Proper Generalized Decomposition for the Navier–Stokes equations. Computer Methods in Applied Mechanics and Engineering, 386, 1-22. doi:10.1016/j.cma.2021.114102
    • NLM

      Fernandes JWD, Sanches RAK, Barbarulo A. A stabilized mixed space–time Proper Generalized Decomposition for the Navier–Stokes equations [Internet]. Computer Methods in Applied Mechanics and Engineering. 2021 ; 386 1-22.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2021.114102
    • Vancouver

      Fernandes JWD, Sanches RAK, Barbarulo A. A stabilized mixed space–time Proper Generalized Decomposition for the Navier–Stokes equations [Internet]. Computer Methods in Applied Mechanics and Engineering. 2021 ; 386 1-22.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2021.114102
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: DINÂMICA DOS FLUÍDOS COMPUTACIONAL, MÉTODO DOS ELEMENTOS FINITOS, MÉTODOS DE DECOMPOSIÇÃO, ESTRUTURAS

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      FERNANDES, Jeferson Wilian Dossa et al. A residual-based stabilized finite element formulation for incompressible flow problems in the Arlequin framework. Computer Methods in Applied Mechanics and Engineering, v. 370, p. 1-30, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2020.113073. Acesso em: 11 nov. 2025.
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      Fernandes, J. W. D., Barbarulo, A., Dhia, H. B., & Sanches, R. A. K. (2020). A residual-based stabilized finite element formulation for incompressible flow problems in the Arlequin framework. Computer Methods in Applied Mechanics and Engineering, 370, 1-30. doi:10.1016/j.cma.2020.113073
    • NLM

      Fernandes JWD, Barbarulo A, Dhia HB, Sanches RAK. A residual-based stabilized finite element formulation for incompressible flow problems in the Arlequin framework [Internet]. Computer Methods in Applied Mechanics and Engineering. 2020 ; 370 1-30.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2020.113073
    • Vancouver

      Fernandes JWD, Barbarulo A, Dhia HB, Sanches RAK. A residual-based stabilized finite element formulation for incompressible flow problems in the Arlequin framework [Internet]. Computer Methods in Applied Mechanics and Engineering. 2020 ; 370 1-30.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2020.113073
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: TOPOLOGIA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      SILVA, Gustavo Assis da e BECK, André Teófilo e SIGMUND, Ole. Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity. Computer Methods in Applied Mechanics and Engineering, v. 365, p. 1-31, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2020.112972. Acesso em: 11 nov. 2025.
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      Silva, G. A. da, Beck, A. T., & Sigmund, O. (2020). Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity. Computer Methods in Applied Mechanics and Engineering, 365, 1-31. doi:10.1016/j.cma.2020.112972
    • NLM

      Silva GA da, Beck AT, Sigmund O. Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity [Internet]. Computer Methods in Applied Mechanics and Engineering. 2020 ; 365 1-31.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2020.112972
    • Vancouver

      Silva GA da, Beck AT, Sigmund O. Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity [Internet]. Computer Methods in Applied Mechanics and Engineering. 2020 ; 365 1-31.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2020.112972
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EP

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NUMÉRICA

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      BITENCOURT JÚNIOR, Luís Antônio Guimarães et al. A coupling technique for non-matching finite element meshes. Computer Methods in Applied Mechanics and Engineering, v. 290, p. 19-44, 2015Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2015.02.025. Acesso em: 11 nov. 2025.
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      Bitencourt Júnior, L. A. G., Manzoli, O. L., Prazeres, P. G. C. dos, Rodrigues, E. A., & Bittencourt, T. N. (2015). A coupling technique for non-matching finite element meshes. Computer Methods in Applied Mechanics and Engineering, 290, 19-44. doi:10.1016/j.cma.2015.02.025
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      Bitencourt Júnior LAG, Manzoli OL, Prazeres PGC dos, Rodrigues EA, Bittencourt TN. A coupling technique for non-matching finite element meshes [Internet]. Computer Methods in Applied Mechanics and Engineering. 2015 ; 290 19-44.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2015.02.025
    • Vancouver

      Bitencourt Júnior LAG, Manzoli OL, Prazeres PGC dos, Rodrigues EA, Bittencourt TN. A coupling technique for non-matching finite element meshes [Internet]. Computer Methods in Applied Mechanics and Engineering. 2015 ; 290 19-44.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2015.02.025
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: INTERAÇÃO FLUIDO-ESTRUTURA, MÉTODO DOS ELEMENTOS FINITOS

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      SANCHES, Rodolfo André Kuche e CODA, Humberto Breves. Unconstrained vector nonlinear dynamic shell formulation applied to fluid structure interaction. Computer Methods in Applied Mechanics and Engineering, v. 259, p. 177-196, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2013.02.016. Acesso em: 11 nov. 2025.
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      Sanches, R. A. K., & Coda, H. B. (2013). Unconstrained vector nonlinear dynamic shell formulation applied to fluid structure interaction. Computer Methods in Applied Mechanics and Engineering, 259, 177-196. doi:10.1016/j.cma.2013.02.016
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      Sanches RAK, Coda HB. Unconstrained vector nonlinear dynamic shell formulation applied to fluid structure interaction [Internet]. Computer Methods in Applied Mechanics and Engineering. 2013 ; 259 177-196.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2013.02.016
    • Vancouver

      Sanches RAK, Coda HB. Unconstrained vector nonlinear dynamic shell formulation applied to fluid structure interaction [Internet]. Computer Methods in Applied Mechanics and Engineering. 2013 ; 259 177-196.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2013.02.016
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS DE CONTORNO

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      BENALLAL, Ahmed e BOTTA, Alexandre Sampaio e VENTURINI, Wilson Sérgio. On the description of localization and failure phenomena by the boundary element method. Computer Methods in Applied Mechanics and Engineering, v. 195, n. 44-47, p. Se 2006, 2006Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2005.08.025. Acesso em: 11 nov. 2025.
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      Benallal, A., Botta, A. S., & Venturini, W. S. (2006). On the description of localization and failure phenomena by the boundary element method. Computer Methods in Applied Mechanics and Engineering, 195( 44-47), Se 2006. doi:10.1016/j.cma.2005.08.025
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      Benallal A, Botta AS, Venturini WS. On the description of localization and failure phenomena by the boundary element method [Internet]. Computer Methods in Applied Mechanics and Engineering. 2006 ; 195( 44-47): Se 2006.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2005.08.025
    • Vancouver

      Benallal A, Botta AS, Venturini WS. On the description of localization and failure phenomena by the boundary element method [Internet]. Computer Methods in Applied Mechanics and Engineering. 2006 ; 195( 44-47): Se 2006.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2005.08.025
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

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

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      CODA, Humberto Breves e GRECO, Marcelo. A simple FEM formulation for large deflection 2D frame analysis based on position description. Computer Methods in Applied Mechanics and Engineering, v. 193, n. 33-35, p. 3541-3557, 2004Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2004.01.005. Acesso em: 11 nov. 2025.
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      Coda, H. B., & Greco, M. (2004). A simple FEM formulation for large deflection 2D frame analysis based on position description. Computer Methods in Applied Mechanics and Engineering, 193( 33-35), 3541-3557. doi:10.1016/j.cma.2004.01.005
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      Coda HB, Greco M. A simple FEM formulation for large deflection 2D frame analysis based on position description [Internet]. Computer Methods in Applied Mechanics and Engineering. 2004 ; 193( 33-35): 3541-3557.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2004.01.005
    • Vancouver

      Coda HB, Greco M. A simple FEM formulation for large deflection 2D frame analysis based on position description [Internet]. Computer Methods in Applied Mechanics and Engineering. 2004 ; 193( 33-35): 3541-3557.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2004.01.005
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

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

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      MESQUITA, Arthur Dias e CODA, Humberto Breves. New methodology for the treatment of two dimensional viscoelastic coupling problems. Computer Methods in Applied Mechanics and Engineering, v. 192, n. 16-18, p. 1911-1927, 2003Tradução . . Disponível em: https://doi.org/10.1016/S0045-7825(02)00598-4. Acesso em: 11 nov. 2025.
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      Mesquita, A. D., & Coda, H. B. (2003). New methodology for the treatment of two dimensional viscoelastic coupling problems. Computer Methods in Applied Mechanics and Engineering, 192( 16-18), 1911-1927. doi:10.1016/S0045-7825(02)00598-4
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      Mesquita AD, Coda HB. New methodology for the treatment of two dimensional viscoelastic coupling problems [Internet]. Computer Methods in Applied Mechanics and Engineering. 2003 ; 192( 16-18): 1911-1927.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/S0045-7825(02)00598-4
    • Vancouver

      Mesquita AD, Coda HB. New methodology for the treatment of two dimensional viscoelastic coupling problems [Internet]. Computer Methods in Applied Mechanics and Engineering. 2003 ; 192( 16-18): 1911-1927.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/S0045-7825(02)00598-4
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EP

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

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      ALMEIDA NETO, Edgard Sant'Anna de e SPILKER, R L. Finite element formulations for hyperelastic transversely isotropic biphasic soft issues. Computer Methods in Applied Mechanics and Engineering, v. 151, p. 513-538, 1998Tradução . . Disponível em: https://doi.org/10.1016/s0045-7825(97)82246-3. Acesso em: 11 nov. 2025.
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      Almeida Neto, E. S. 'A. de, & Spilker, R. L. (1998). Finite element formulations for hyperelastic transversely isotropic biphasic soft issues. Computer Methods in Applied Mechanics and Engineering, 151, 513-538. doi:10.1016/s0045-7825(97)82246-3
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      Almeida Neto ES'A de, Spilker RL. Finite element formulations for hyperelastic transversely isotropic biphasic soft issues [Internet]. Computer Methods in Applied Mechanics and Engineering. 1998 ; 151 513-538.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/s0045-7825(97)82246-3
    • Vancouver

      Almeida Neto ES'A de, Spilker RL. Finite element formulations for hyperelastic transversely isotropic biphasic soft issues [Internet]. Computer Methods in Applied Mechanics and Engineering. 1998 ; 151 513-538.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/s0045-7825(97)82246-3

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