Filtros : "MÉTODO DOS ELEMENTOS FINITOS" "EESC-SET" Removidos: "Universidade Federal de São João del-Rei - UFSJ. São João del-Rei, MG." "gv" Limpar

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  • Source: Materials and Structures. Unidade: EESC

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

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      TEODORO, Chiara Pinheiro e CARRAZEDO, Rogério. Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements. Materials and Structures, v. 57, n. Ju 2024, p. 1-17, 2024Tradução . . Disponível em: http://dx.doi.org/10.1617/s11527-024-02386-y. Acesso em: 24 jun. 2024.
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      Teodoro, C. P., & Carrazedo, R. (2024). Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements. Materials and Structures, 57( Ju 2024), 1-17. doi:10.1617/s11527-024-02386-y
    • NLM

      Teodoro CP, Carrazedo R. Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements [Internet]. Materials and Structures. 2024 ; 57( Ju 2024): 1-17.[citado 2024 jun. 24 ] Available from: http://dx.doi.org/10.1617/s11527-024-02386-y
    • Vancouver

      Teodoro CP, Carrazedo R. Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements [Internet]. Materials and Structures. 2024 ; 57( Ju 2024): 1-17.[citado 2024 jun. 24 ] Available from: http://dx.doi.org/10.1617/s11527-024-02386-y
  • Source: Structural Engineering and Mechanics. Unidade: EESC

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

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      TELES, Daniel V. C et al. A new formulation of cracking in concrete structures based on lumped damage mechanics. Structural Engineering and Mechanics, v. 88, n. 5, p. 451-462, 2023Tradução . . Disponível em: https://dx.doi.org/10.12989/sem.2023.88.5.451. Acesso em: 24 jun. 2024.
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      Teles, D. V. C., Cunha, R. N., Picón, R. A., Amorim, D. L. N. de F., Yongtao, B., Proença, S. P. B., & Floréz-López, J. (2023). A new formulation of cracking in concrete structures based on lumped damage mechanics. Structural Engineering and Mechanics, 88( 5), 451-462. doi:10.12989/sem.2023.88.5.451
    • NLM

      Teles DVC, Cunha RN, Picón RA, Amorim DLN de F, Yongtao B, Proença SPB, Floréz-López J. A new formulation of cracking in concrete structures based on lumped damage mechanics [Internet]. Structural Engineering and Mechanics. 2023 ; 88( 5): 451-462.[citado 2024 jun. 24 ] Available from: https://dx.doi.org/10.12989/sem.2023.88.5.451
    • Vancouver

      Teles DVC, Cunha RN, Picón RA, Amorim DLN de F, Yongtao B, Proença SPB, Floréz-López J. A new formulation of cracking in concrete structures based on lumped damage mechanics [Internet]. Structural Engineering and Mechanics. 2023 ; 88( 5): 451-462.[citado 2024 jun. 24 ] Available from: https://dx.doi.org/10.12989/sem.2023.88.5.451
  • Source: European Journal of Mechanics A : solids. Unidade: EESC

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

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      CARVALHO, Péricles Rafael Pavão e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE). European Journal of Mechanics A : solids, v. 97, n. Ja 2023, p. 1-20, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.euromechsol.2022.104850. Acesso em: 24 jun. 2024.
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      Carvalho, P. R. P., Coda, H. B., & Sanches, R. A. K. (2023). A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE). European Journal of Mechanics A : solids, 97( Ja 2023), 1-20. doi:10.1016/j.euromechsol.2022.104850
    • NLM

      Carvalho PRP, Coda HB, Sanches RAK. A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE) [Internet]. European Journal of Mechanics A : solids. 2023 ; 97( Ja 2023): 1-20.[citado 2024 jun. 24 ] Available from: https://doi.org/10.1016/j.euromechsol.2022.104850
    • Vancouver

      Carvalho PRP, Coda HB, Sanches RAK. A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE) [Internet]. European Journal of Mechanics A : solids. 2023 ; 97( Ja 2023): 1-20.[citado 2024 jun. 24 ] Available from: https://doi.org/10.1016/j.euromechsol.2022.104850
  • Source: International Journal for Numerical Methods in Engineering. Unidade: EESC

    Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS FINITOS, ERRO, ESTRUTURAS

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      BENTO, Murilo Henrique Campana e PROENÇA, Sérgio Persival Baroncini e DUARTE, Carlos Armando. Recovery strategies, a posteriori error estimation, and local error indication for second-order G/XFEM and FEM. International Journal for Numerical Methods in Engineering, p. 1-38, 2023Tradução . . Disponível em: https://doi.org/10.1002/nme.7238. Acesso em: 24 jun. 2024.
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      Bento, M. H. C., Proença, S. P. B., & Duarte, C. A. (2023). Recovery strategies, a posteriori error estimation, and local error indication for second-order G/XFEM and FEM. International Journal for Numerical Methods in Engineering, 1-38. doi:10.1002/nme.7238
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      Bento MHC, Proença SPB, Duarte CA. Recovery strategies, a posteriori error estimation, and local error indication for second-order G/XFEM and FEM [Internet]. International Journal for Numerical Methods in Engineering. 2023 ; 1-38.[citado 2024 jun. 24 ] Available from: https://doi.org/10.1002/nme.7238
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      Bento MHC, Proença SPB, Duarte CA. Recovery strategies, a posteriori error estimation, and local error indication for second-order G/XFEM and FEM [Internet]. International Journal for Numerical Methods in Engineering. 2023 ; 1-38.[citado 2024 jun. 24 ] Available from: https://doi.org/10.1002/nme.7238
  • 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: 24 jun. 2024.
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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
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      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 2024 jun. 24 ] 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 2024 jun. 24 ] 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: 24 jun. 2024.
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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 2024 jun. 24 ] 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 2024 jun. 24 ] Available from: https://doi.org/10.1016/j.cma.2022.114622
  • Source: Acta Scientiarum. Technology. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, DICOTILEDÔNEAS, ESTRUTURAS

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      GOMES, Arthur Filipe Freire et al. Influence of mean value of the modulus of elasticity in compression parallel to the grain on the design of timber trusses. Acta Scientiarum. Technology, v. 45, p. 1-12, 2022Tradução . . Disponível em: https://doi.org/10.4025/actascitechnol.v45i1.58733. Acesso em: 24 jun. 2024.
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      Gomes, A. F. F., Almeida Filho, F. M. de, Molina, J. C., Mascarenhas, F. J. R., Lahr, F. A. R., & Christoforo, A. L. (2022). Influence of mean value of the modulus of elasticity in compression parallel to the grain on the design of timber trusses. Acta Scientiarum. Technology, 45, 1-12. doi:10.4025/actascitechnol.v45i1.58733
    • NLM

      Gomes AFF, Almeida Filho FM de, Molina JC, Mascarenhas FJR, Lahr FAR, Christoforo AL. Influence of mean value of the modulus of elasticity in compression parallel to the grain on the design of timber trusses [Internet]. Acta Scientiarum. Technology. 2022 ; 45 1-12.[citado 2024 jun. 24 ] Available from: https://doi.org/10.4025/actascitechnol.v45i1.58733
    • Vancouver

      Gomes AFF, Almeida Filho FM de, Molina JC, Mascarenhas FJR, Lahr FAR, Christoforo AL. Influence of mean value of the modulus of elasticity in compression parallel to the grain on the design of timber trusses [Internet]. Acta Scientiarum. Technology. 2022 ; 45 1-12.[citado 2024 jun. 24 ] Available from: https://doi.org/10.4025/actascitechnol.v45i1.58733
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, PONTES, VIGAS PRÉ-MOLDADAS, ESTRUTURAS

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      PARRA BENÍTEZ, José Miguel e BENJUMEA, José M e HAACH, Vladimir Guilherme. Theoretical and computational simulation of the effect of the number of intermediate diaphragms on the live load distribution factors and structural response of a precast girder bridge. Latin American Journal of Solids and Structures, v. 19, n. 5, p. 1-14, 2022Tradução . . Disponível em: https://doi.org/10.1590/1679-78257120. Acesso em: 24 jun. 2024.
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      Parra Benítez, J. M., Benjumea, J. M., & Haach, V. G. (2022). Theoretical and computational simulation of the effect of the number of intermediate diaphragms on the live load distribution factors and structural response of a precast girder bridge. Latin American Journal of Solids and Structures, 19( 5), 1-14. doi:10.1590/1679-78257120
    • NLM

      Parra Benítez JM, Benjumea JM, Haach VG. Theoretical and computational simulation of the effect of the number of intermediate diaphragms on the live load distribution factors and structural response of a precast girder bridge [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 5): 1-14.[citado 2024 jun. 24 ] Available from: https://doi.org/10.1590/1679-78257120
    • Vancouver

      Parra Benítez JM, Benjumea JM, Haach VG. Theoretical and computational simulation of the effect of the number of intermediate diaphragms on the live load distribution factors and structural response of a precast girder bridge [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 5): 1-14.[citado 2024 jun. 24 ] Available from: https://doi.org/10.1590/1679-78257120
  • 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: 24 jun. 2024.
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      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
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      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 2024 jun. 24 ] 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 2024 jun. 24 ] Available from: https://doi.org/10.1590/1679-78257295
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

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

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      KISHINO, Renato Takeo et al. Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids. Latin American Journal of Solids and Structures, v. 19, n. 4, p. 1-37, 2022Tradução . . Disponível em: https://doi.org/10.1590/1679-78257010. Acesso em: 24 jun. 2024.
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      Kishino, R. T., Kishino, V. H., Sanches, R. A. K., & Coda, H. B. (2022). Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids. Latin American Journal of Solids and Structures, 19( 4), 1-37. doi:10.1590/1679-78257010
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      Kishino RT, Kishino VH, Sanches RAK, Coda HB. Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 4): 1-37.[citado 2024 jun. 24 ] Available from: https://doi.org/10.1590/1679-78257010
    • Vancouver

      Kishino RT, Kishino VH, Sanches RAK, Coda HB. Large strain Flory’s decomposition for Lagrangian modeling of viscoleastic solids and compressive fluids [Internet]. Latin American Journal of Solids and Structures. 2022 ; 19( 4): 1-37.[citado 2024 jun. 24 ] Available from: https://doi.org/10.1590/1679-78257010
  • 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: 24 jun. 2024.
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      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 2024 jun. 24 ] 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 2024 jun. 24 ] Available from: https://doi.org/10.1016/j.compstruct.2022.115606
  • Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC

    Subjects: MATERIAIS POROSOS, MÉTODO DOS ELEMENTOS FINITOS

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      SANTOS, Wanderson Ferreira dos e FERREIRA, Ayrton Ribeiro e PROENÇA, Sérgio Persival Baroncini. Complete geometric representation of yield surfaces for porous ductile media by a 3D computational homogenization approach: an assessment of the Gurson yield criterion. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 44, p. 1-17, 2022Tradução . . Disponível em: https://dx.doi.org/10.1007/s40430-022-03483-1. Acesso em: 24 jun. 2024.
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      Santos, W. F. dos, Ferreira, A. R., & Proença, S. P. B. (2022). Complete geometric representation of yield surfaces for porous ductile media by a 3D computational homogenization approach: an assessment of the Gurson yield criterion. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 44, 1-17. doi:10.1007/s40430-022-03483-1
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      Santos WF dos, Ferreira AR, Proença SPB. Complete geometric representation of yield surfaces for porous ductile media by a 3D computational homogenization approach: an assessment of the Gurson yield criterion [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2022 ; 44 1-17.[citado 2024 jun. 24 ] Available from: https://dx.doi.org/10.1007/s40430-022-03483-1
    • Vancouver

      Santos WF dos, Ferreira AR, Proença SPB. Complete geometric representation of yield surfaces for porous ductile media by a 3D computational homogenization approach: an assessment of the Gurson yield criterion [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2022 ; 44 1-17.[citado 2024 jun. 24 ] Available from: https://dx.doi.org/10.1007/s40430-022-03483-1
  • Source: Engenharia Agrícola. Unidade: EESC

    Subjects: TRELIÇAS, MADEIRA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      CHRISTOFORO, André Luis et al. Computational intelligence applied in optimal design of wooden plane trusses. Engenharia Agrícola, v. 42, p. 1-10, 2022Tradução . . Disponível em: https://doi.org/10.1590/1809-4430-Eng.Agric.v42nepe20210123/2022. Acesso em: 24 jun. 2024.
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      Christoforo, A. L., Moraes, M. H. M. de, Fraga, I. F., Pereira Junior, W. M., & Lahr, F. A. R. (2022). Computational intelligence applied in optimal design of wooden plane trusses. Engenharia Agrícola, 42, 1-10. doi:10.1590/1809-4430-Eng.Agric.v42nepe20210123/2022
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      Christoforo AL, Moraes MHM de, Fraga IF, Pereira Junior WM, Lahr FAR. Computational intelligence applied in optimal design of wooden plane trusses [Internet]. Engenharia Agrícola. 2022 ; 42 1-10.[citado 2024 jun. 24 ] Available from: https://doi.org/10.1590/1809-4430-Eng.Agric.v42nepe20210123/2022
    • Vancouver

      Christoforo AL, Moraes MHM de, Fraga IF, Pereira Junior WM, Lahr FAR. Computational intelligence applied in optimal design of wooden plane trusses [Internet]. Engenharia Agrícola. 2022 ; 42 1-10.[citado 2024 jun. 24 ] Available from: https://doi.org/10.1590/1809-4430-Eng.Agric.v42nepe20210123/2022
  • Source: Engineering with Computers. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NUMÉRICA, ESTRUTURAS

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      CODA, Humberto Breves e SANCHES, Rodolfo André Kuche e PACCOLA, Rodrigo Ribeiro. Alternative multiscale material and structures modeling by the finite-element method. Engineering with Computers, v. 38, p. S311-S329, 2022Tradução . . Disponível em: https://doi.org/10.1007/s00366-020-01148-y. Acesso em: 24 jun. 2024.
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      Coda, H. B., Sanches, R. A. K., & Paccola, R. R. (2022). Alternative multiscale material and structures modeling by the finite-element method. Engineering with Computers, 38, S311-S329. doi:10.1007/s00366-020-01148-y
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      Coda HB, Sanches RAK, Paccola RR. Alternative multiscale material and structures modeling by the finite-element method [Internet]. Engineering with Computers. 2022 ; 38 S311-S329.[citado 2024 jun. 24 ] Available from: https://doi.org/10.1007/s00366-020-01148-y
    • Vancouver

      Coda HB, Sanches RAK, Paccola RR. Alternative multiscale material and structures modeling by the finite-element method [Internet]. Engineering with Computers. 2022 ; 38 S311-S329.[citado 2024 jun. 24 ] Available from: https://doi.org/10.1007/s00366-020-01148-y
  • Source: Advanced Materials Modelling for Mechanical, Medical and Biological Applications. Unidade: EESC

    Subjects: DIAGNÓSTICO POR IMAGEM, MÉTODO DOS ELEMENTOS FINITOS

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      AGUIAR, Adair Roberto e PRADO, Edmar Borges Theóphilo. Estimate of elastic properties of biological tissues using a finite element methodology. Advanced Materials Modelling for Mechanical, Medical and Biological Applications. Tradução . Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2022. . Disponível em: https://dx.doi.org/10.1007/978-3-030-81705-3_1. Acesso em: 24 jun. 2024.
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      Aguiar, A. R., & Prado, E. B. T. (2022). Estimate of elastic properties of biological tissues using a finite element methodology. In Advanced Materials Modelling for Mechanical, Medical and Biological Applications. Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.1007/978-3-030-81705-3_1
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      Aguiar AR, Prado EBT. Estimate of elastic properties of biological tissues using a finite element methodology [Internet]. In: Advanced Materials Modelling for Mechanical, Medical and Biological Applications. Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo; 2022. [citado 2024 jun. 24 ] Available from: https://dx.doi.org/10.1007/978-3-030-81705-3_1
    • Vancouver

      Aguiar AR, Prado EBT. Estimate of elastic properties of biological tissues using a finite element methodology [Internet]. In: Advanced Materials Modelling for Mechanical, Medical and Biological Applications. Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo; 2022. [citado 2024 jun. 24 ] Available from: https://dx.doi.org/10.1007/978-3-030-81705-3_1
  • 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: 24 jun. 2024.
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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
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      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 2024 jun. 24 ] Available from: https://doi.org/10.1016/j.cma.2021.114102
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      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 2024 jun. 24 ] Available from: https://doi.org/10.1016/j.cma.2021.114102
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, PAREDES, ESTRUTURAS

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      SOARES, Henrique Barbosa e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach. Latin American Journal of Solids and Structures, v. 18, n. 2, p. 1-24, 2021Tradução . . Disponível em: https://doi.org/10.1590/1679-78256253. Acesso em: 24 jun. 2024.
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      Soares, H. B., Paccola, R. R., & Coda, H. B. (2021). A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach. Latin American Journal of Solids and Structures, 18( 2), 1-24. doi:10.1590/1679-78256253
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      Soares HB, Paccola RR, Coda HB. A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 2): 1-24.[citado 2024 jun. 24 ] Available from: https://doi.org/10.1590/1679-78256253
    • Vancouver

      Soares HB, Paccola RR, Coda HB. A conjugate modal force strategy for instability analysis of thin-walled structures: an unconstrained vector positional finite element approach [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 2): 1-24.[citado 2024 jun. 24 ] Available from: https://doi.org/10.1590/1679-78256253
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

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

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      RODRIGUES NETO, Antonio e LEONEL, Edson Denner. Three dimensional nonlinear BEM formulations for the mechanical analysis of nonhomogeneous reinforced structural systems. Engineering Analysis with Boundary Elements, v. 123, p. 200-219, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2020.12.002. Acesso em: 24 jun. 2024.
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      Rodrigues Neto, A., & Leonel, E. D. (2021). Three dimensional nonlinear BEM formulations for the mechanical analysis of nonhomogeneous reinforced structural systems. Engineering Analysis with Boundary Elements, 123, 200-219. doi:10.1016/j.enganabound.2020.12.002
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      Rodrigues Neto A, Leonel ED. Three dimensional nonlinear BEM formulations for the mechanical analysis of nonhomogeneous reinforced structural systems [Internet]. Engineering Analysis with Boundary Elements. 2021 ; 123 200-219.[citado 2024 jun. 24 ] Available from: https://doi.org/10.1016/j.enganabound.2020.12.002
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      Rodrigues Neto A, Leonel ED. Three dimensional nonlinear BEM formulations for the mechanical analysis of nonhomogeneous reinforced structural systems [Internet]. Engineering Analysis with Boundary Elements. 2021 ; 123 200-219.[citado 2024 jun. 24 ] Available from: https://doi.org/10.1016/j.enganabound.2020.12.002
  • Source: Anais eletrônicos. Conference titles: Encontro Brasileiro em Madeiras e em Estruturas de Madeira - EBRAMEM. Unidade: EESC

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

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      SILVA, Thiago Damasceno et al. Análise não linear geométrica de treliças planas de madeira a partir do MEF posicional. 2021, Anais.. São Carlos, SP: EESC-USP, 2021. Disponível em: http://soac.eesc.usp.br/index.php/ebramem/xviiebramem/paper/view/2271/1697. Acesso em: 24 jun. 2024.
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      Silva, T. D., Christoforo, A. L., Narques, T. N. V., Teixeira, J. N., & Lahr, F. A. R. (2021). Análise não linear geométrica de treliças planas de madeira a partir do MEF posicional. In Anais eletrônicos. São Carlos, SP: EESC-USP. Recuperado de http://soac.eesc.usp.br/index.php/ebramem/xviiebramem/paper/view/2271/1697
    • NLM

      Silva TD, Christoforo AL, Narques TNV, Teixeira JN, Lahr FAR. Análise não linear geométrica de treliças planas de madeira a partir do MEF posicional [Internet]. Anais eletrônicos. 2021 ;[citado 2024 jun. 24 ] Available from: http://soac.eesc.usp.br/index.php/ebramem/xviiebramem/paper/view/2271/1697
    • Vancouver

      Silva TD, Christoforo AL, Narques TNV, Teixeira JN, Lahr FAR. Análise não linear geométrica de treliças planas de madeira a partir do MEF posicional [Internet]. Anais eletrônicos. 2021 ;[citado 2024 jun. 24 ] Available from: http://soac.eesc.usp.br/index.php/ebramem/xviiebramem/paper/view/2271/1697
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, MECÂNICA DA FRATURA, ESTRUTURAS

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      BENTO, Murilo Henrique Campana et al. A quadratic GFEM formulation for fracture mechanics problems. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/b3e0d56f-f97e-4086-b6c0-e0b3e3443716/arti70.pdf. Acesso em: 24 jun. 2024.
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      Bento, M. H. C., Ramos, C. S., Proença, S. P. B., & Duarte, C. A. (2021). A quadratic GFEM formulation for fracture mechanics problems. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/b3e0d56f-f97e-4086-b6c0-e0b3e3443716/arti70.pdf
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      Bento MHC, Ramos CS, Proença SPB, Duarte CA. A quadratic GFEM formulation for fracture mechanics problems [Internet]. Proceedings. 2021 ;[citado 2024 jun. 24 ] Available from: https://repositorio.usp.br/directbitstream/b3e0d56f-f97e-4086-b6c0-e0b3e3443716/arti70.pdf
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      Bento MHC, Ramos CS, Proença SPB, Duarte CA. A quadratic GFEM formulation for fracture mechanics problems [Internet]. Proceedings. 2021 ;[citado 2024 jun. 24 ] Available from: https://repositorio.usp.br/directbitstream/b3e0d56f-f97e-4086-b6c0-e0b3e3443716/arti70.pdf

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