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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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    • ABNT

      BOMFIM, Danilo Silva e CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions. Computer Methods in Applied Mechanics and Engineering, v. 436, p. 1-22, 2025Tradução . . Disponível em: https://dx.doi.org/10.1016/j.cma.2024.117716. Acesso em: 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: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS

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    • ABNT

      ROCHA, Matheus e TREVELYAN, John e LEONEL, Edson Denner. An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, v. 423, p. 1-33, 2024Tradução . . Disponível em: https://dx.doi.org/10.1016/j.cma.2024.116872. Acesso em: 11 nov. 2025.
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      Rocha, M., Trevelyan, J., & Leonel, E. D. (2024). An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, 423, 1-33. doi:10.1016/j.cma.2024.116872
    • NLM

      Rocha M, Trevelyan J, Leonel ED. An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2024 ; 423 1-33.[citado 2025 nov. 11 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.116872
    • Vancouver

      Rocha M, Trevelyan J, Leonel ED. An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2024 ; 423 1-33.[citado 2025 nov. 11 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.116872
  • 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: 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
    • 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 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: 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: EESC

    Subjects: TOPOLOGIA, TENSÃO ESTRUTURAL, ESTRUTURAS

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      SILVA, Gustavo Assis da e BECK, André Teófilo e SIGMUND, Ole. Stress-constrained topology optimization considering uniform manufacturing uncertainties. Computer Methods in Applied Mechanics and Engineering, v. 344, p. 512-537, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2018.10.020. Acesso em: 11 nov. 2025.
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      Silva, G. A. da, Beck, A. T., & Sigmund, O. (2019). Stress-constrained topology optimization considering uniform manufacturing uncertainties. Computer Methods in Applied Mechanics and Engineering, 344, 512-537. doi:10.1016/j.cma.2018.10.020
    • NLM

      Silva GA da, Beck AT, Sigmund O. Stress-constrained topology optimization considering uniform manufacturing uncertainties [Internet]. Computer Methods in Applied Mechanics and Engineering. 2019 ; 344 512-537.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2018.10.020
    • Vancouver

      Silva GA da, Beck AT, Sigmund O. Stress-constrained topology optimization considering uniform manufacturing uncertainties [Internet]. Computer Methods in Applied Mechanics and Engineering. 2019 ; 344 512-537.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2018.10.020
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: TOPOLOGIA, ROBUSTEZ, TENSÃO ESTRUTURAL, ESTRUTURAS

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      SILVA, Gustavo Assis da e BECK, André Teófilo e SIGMUND, Ole. Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness. Computer Methods in Applied Mechanics and Engineering, v. 354, p. 397-421, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2019.05.046. Acesso em: 11 nov. 2025.
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      Silva, G. A. da, Beck, A. T., & Sigmund, O. (2019). Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness. Computer Methods in Applied Mechanics and Engineering, 354, 397-421. doi:10.1016/j.cma.2019.05.046
    • NLM

      Silva GA da, Beck AT, Sigmund O. Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness [Internet]. Computer Methods in Applied Mechanics and Engineering. 2019 ; 354 397-421.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2019.05.046
    • Vancouver

      Silva GA da, Beck AT, Sigmund O. Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness [Internet]. Computer Methods in Applied Mechanics and Engineering. 2019 ; 354 397-421.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2019.05.046
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: ALGORITMOS GENÉTICOS, ESTRUTURAS

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      CASTILHO, Vanessa Cristina de e NICOLETTI, Maria do Carmo e EL DEBS, Mounir Khalil. An investigation of the use of three selection-based genetic algorithm families when minimizing the production cost of hollow core slabs. Computer Methods in Applied Mechanics and Engineering, v. No 2005, n. 45-47, p. 4651-4667, 2005Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2004.12.008. Acesso em: 11 nov. 2025.
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      Castilho, V. C. de, Nicoletti, M. do C., & El Debs, M. K. (2005). An investigation of the use of three selection-based genetic algorithm families when minimizing the production cost of hollow core slabs. Computer Methods in Applied Mechanics and Engineering, No 2005( 45-47), 4651-4667. doi:10.1016/j.cma.2004.12.008
    • NLM

      Castilho VC de, Nicoletti M do C, El Debs MK. An investigation of the use of three selection-based genetic algorithm families when minimizing the production cost of hollow core slabs [Internet]. Computer Methods in Applied Mechanics and Engineering. 2005 ; No 2005( 45-47): 4651-4667.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2004.12.008
    • Vancouver

      Castilho VC de, Nicoletti M do C, El Debs MK. An investigation of the use of three selection-based genetic algorithm families when minimizing the production cost of hollow core slabs [Internet]. Computer Methods in Applied Mechanics and Engineering. 2005 ; No 2005( 45-47): 4651-4667.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/j.cma.2004.12.008
  • 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
    • NLM

      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
    • NLM

      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
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EP

    Assunto: ESTRUTURAS

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      BATHE, K J e LEE, N S e BUCALEM, Miguel Luiz. On the use of hierarchical models in engineering analysis. Computer Methods in Applied Mechanics and Engineering, v. 82, n. 1-3, p. se 1990, 1990Tradução . . Disponível em: https://doi.org/10.1016/0045-7825(90)90156-g. Acesso em: 11 nov. 2025.
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      Bathe, K. J., Lee, N. S., & Bucalem, M. L. (1990). On the use of hierarchical models in engineering analysis. Computer Methods in Applied Mechanics and Engineering, 82( 1-3), se 1990. doi:10.1016/0045-7825(90)90156-g
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      Bathe KJ, Lee NS, Bucalem ML. On the use of hierarchical models in engineering analysis [Internet]. Computer Methods in Applied Mechanics and Engineering. 1990 ;82( 1-3): se 1990.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/0045-7825(90)90156-g
    • Vancouver

      Bathe KJ, Lee NS, Bucalem ML. On the use of hierarchical models in engineering analysis [Internet]. Computer Methods in Applied Mechanics and Engineering. 1990 ;82( 1-3): se 1990.[citado 2025 nov. 11 ] Available from: https://doi.org/10.1016/0045-7825(90)90156-g

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