Filtros : "MÉTODO DOS ELEMENTOS FINITOS" "Elsevier" Removido: "Itália" Limpar

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  • 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: 18 ago. 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 ago. 18 ] 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 ago. 18 ] Available from: https://doi.org/10.1016/j.cma.2022.114622
  • 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: 18 ago. 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 ago. 18 ] 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 ago. 18 ] Available from: https://doi.org/10.1016/j.cma.2022.114917
  • Source: Composites Part C: Open Access. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, MATERIAIS COMPÓSITOS, HOMOGENEIZAÇÃO, ENGENHARIA AERONÁUTICA

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      CHRISTOFF, Bruno Guilherme et al. Multiscale embedded models to determine effective mechanical properties of composite materials: asymptotic Homogenization Method combined to Finite Element Method. Composites Part C: Open Access, p. 1-14, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.jcomc.2022.100303. Acesso em: 18 ago. 2024.
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      Christoff, B. G., Brito Santana, H., Talreja, R., & Tita, V. (2022). Multiscale embedded models to determine effective mechanical properties of composite materials: asymptotic Homogenization Method combined to Finite Element Method. Composites Part C: Open Access, 1-14. doi:10.1016/j.jcomc.2022.100303
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      Christoff BG, Brito Santana H, Talreja R, Tita V. Multiscale embedded models to determine effective mechanical properties of composite materials: asymptotic Homogenization Method combined to Finite Element Method [Internet]. Composites Part C: Open Access. 2022 ; 1-14.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.jcomc.2022.100303
    • Vancouver

      Christoff BG, Brito Santana H, Talreja R, Tita V. Multiscale embedded models to determine effective mechanical properties of composite materials: asymptotic Homogenization Method combined to Finite Element Method [Internet]. Composites Part C: Open Access. 2022 ; 1-14.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.jcomc.2022.100303
  • 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: 18 ago. 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
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      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 ago. 18 ] 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 ago. 18 ] Available from: https://doi.org/10.1016/j.compstruct.2022.115606
  • Source: Composite Structures. Unidade: EESC

    Subjects: AEROELASTICIDADE DE AERONAVES, VIBRAÇÕES DE AERONAVES, MÉTODO DOS ELEMENTOS FINITOS, ENGENHARIA MECÂNICA

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      CABRAL, Myrella Vieira e MARQUES, Flavio Donizeti e FERREIRA, Antonio J. M. Nonlinear supersonic post-flutter response of two-bay composite laminate curved panels. Composite Structures, v. 286, p. 1-15, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2021.115128. Acesso em: 18 ago. 2024.
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      Cabral, M. V., Marques, F. D., & Ferreira, A. J. M. (2022). Nonlinear supersonic post-flutter response of two-bay composite laminate curved panels. Composite Structures, 286, 1-15. doi:10.1016/j.compstruct.2021.115128
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      Cabral MV, Marques FD, Ferreira AJM. Nonlinear supersonic post-flutter response of two-bay composite laminate curved panels [Internet]. Composite Structures. 2022 ; 286 1-15.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.compstruct.2021.115128
    • Vancouver

      Cabral MV, Marques FD, Ferreira AJM. Nonlinear supersonic post-flutter response of two-bay composite laminate curved panels [Internet]. Composite Structures. 2022 ; 286 1-15.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.compstruct.2021.115128
  • Source: Thin-Walled Structures. Unidade: EESC

    Subjects: MECÂNICA DO DANO, MÉTODO DOS ELEMENTOS FINITOS, ENGENHARIA MECÂNICA

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      FERREIRA, Gregório Felipe Oliveira et al. A finite element unified formulation for composite laminates in bending considering progressive damage. Thin-Walled Structures, v. 172, p. 1-13, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2021.108864. Acesso em: 18 ago. 2024.
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      Ferreira, G. F. O., Almeida Júnior, J. H. S., Ribeiro, M. L., Ferreira, A. J. M., & Tita, V. (2022). A finite element unified formulation for composite laminates in bending considering progressive damage. Thin-Walled Structures, 172, 1-13. doi:10.1016/j.tws.2021.108864
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      Ferreira GFO, Almeida Júnior JHS, Ribeiro ML, Ferreira AJM, Tita V. A finite element unified formulation for composite laminates in bending considering progressive damage [Internet]. Thin-Walled Structures. 2022 ; 172 1-13.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.tws.2021.108864
    • Vancouver

      Ferreira GFO, Almeida Júnior JHS, Ribeiro ML, Ferreira AJM, Tita V. A finite element unified formulation for composite laminates in bending considering progressive damage [Internet]. Thin-Walled Structures. 2022 ; 172 1-13.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.tws.2021.108864
  • 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: 18 ago. 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 ago. 18 ] 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 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.cma.2021.114102
  • 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: 18 ago. 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 ago. 18 ] Available from: https://doi.org/10.1016/j.enganabound.2020.12.002
    • Vancouver

      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 ago. 18 ] Available from: https://doi.org/10.1016/j.enganabound.2020.12.002
  • Source: Engineering Structures. Unidade: EESC

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

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      SOUSA, Alex Micael Dantas de et al. Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions. Engineering Structures, v. 244, p. 1-17, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.112774. Acesso em: 18 ago. 2024.
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      Sousa, A. M. D. de, Lantsoght, E. O. L., Genikomsou, A. S., Krahl, P. A., & El Debs, M. K. (2021). Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions. Engineering Structures, 244, 1-17. doi:10.1016/j.engstruct.2021.112774
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      Sousa AMD de, Lantsoght EOL, Genikomsou AS, Krahl PA, El Debs MK. Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions [Internet]. Engineering Structures. 2021 ; 244 1-17.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112774
    • Vancouver

      Sousa AMD de, Lantsoght EOL, Genikomsou AS, Krahl PA, El Debs MK. Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions [Internet]. Engineering Structures. 2021 ; 244 1-17.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112774
  • Source: Engineering Fracture Mechanics. Unidade: EESC

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

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      PICÓN, Ricardo A. et al. Modeling of localization using Nash variational formulations: The extended damage mechanics. Engineering Fracture Mechanics, v. 258, p. 1-17, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engfracmech.2021.108083. Acesso em: 18 ago. 2024.
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      Picón, R. A., Santos, D. M., Teles, D. V. C., Amorim, D. L. N. F., Xuhong, Z., Yongtao, B., et al. (2021). Modeling of localization using Nash variational formulations: The extended damage mechanics. Engineering Fracture Mechanics, 258, 1-17. doi:10.1016/j.engfracmech.2021.108083
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      Picón RA, Santos DM, Teles DVC, Amorim DLNF, Xuhong Z, Yongtao B, Proença SPB, Flórez López J. Modeling of localization using Nash variational formulations: The extended damage mechanics [Internet]. Engineering Fracture Mechanics. 2021 ; 258 1-17.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.engfracmech.2021.108083
    • Vancouver

      Picón RA, Santos DM, Teles DVC, Amorim DLNF, Xuhong Z, Yongtao B, Proença SPB, Flórez López J. Modeling of localization using Nash variational formulations: The extended damage mechanics [Internet]. Engineering Fracture Mechanics. 2021 ; 258 1-17.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.engfracmech.2021.108083
  • Source: Engineering Structures. Unidade: EESC

    Subjects: PAREDES, MÉTODO DOS ELEMENTOS FINITOS, ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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      SOARES, Henrique Barbosa e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. A box element to model semi-rigid connections in shell-based thin-walled structures analysis. Engineering Structures, v. 246, p. 1-17, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.113075. Acesso em: 18 ago. 2024.
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      Soares, H. B., Paccola, R. R., & Coda, H. B. (2021). A box element to model semi-rigid connections in shell-based thin-walled structures analysis. Engineering Structures, 246, 1-17. doi:10.1016/j.engstruct.2021.113075
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      Soares HB, Paccola RR, Coda HB. A box element to model semi-rigid connections in shell-based thin-walled structures analysis [Internet]. Engineering Structures. 2021 ; 246 1-17.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113075
    • Vancouver

      Soares HB, Paccola RR, Coda HB. A box element to model semi-rigid connections in shell-based thin-walled structures analysis [Internet]. Engineering Structures. 2021 ; 246 1-17.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113075
  • Source: Journal of Constructional Steel Research. Unidade: EESC

    Subjects: ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, FLAMBAGEM, ESTRUTURAS

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      BRANQUINHO, Maria Ávila e MALITE, Maximiliano. Effective slenderness ratio approach for thin-walled angle columns connected by the leg. Journal of Constructional Steel Research, v. 176, p. 1-19, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.jcsr.2020.106434. Acesso em: 18 ago. 2024.
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      Branquinho, M. Á., & Malite, M. (2021). Effective slenderness ratio approach for thin-walled angle columns connected by the leg. Journal of Constructional Steel Research, 176, 1-19. doi:10.1016/j.jcsr.2020.106434
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      Branquinho MÁ, Malite M. Effective slenderness ratio approach for thin-walled angle columns connected by the leg [Internet]. Journal of Constructional Steel Research. 2021 ; 176 1-19.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.jcsr.2020.106434
    • Vancouver

      Branquinho MÁ, Malite M. Effective slenderness ratio approach for thin-walled angle columns connected by the leg [Internet]. Journal of Constructional Steel Research. 2021 ; 176 1-19.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.jcsr.2020.106434
  • Source: Composite Structures. Unidade: EESC

    Subjects: DANO, MÉTODO DOS ELEMENTOS FINITOS, ENGENHARIA AERONÁUTICA

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      GONILHA, Jose A. et al. Novel progressive failure model for quasi-orthotropic pultruded FRP structures: formulation and calibration of parameters (Part I). Composite Structures, v. 255, p. 1-22, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2020.112974. Acesso em: 18 ago. 2024.
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      Gonilha, J. A., Silvestre, N., Correia, J. R., Tita, V., & Martins, D. (2021). Novel progressive failure model for quasi-orthotropic pultruded FRP structures: formulation and calibration of parameters (Part I). Composite Structures, 255, 1-22. doi:10.1016/j.compstruct.2020.112974
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      Gonilha JA, Silvestre N, Correia JR, Tita V, Martins D. Novel progressive failure model for quasi-orthotropic pultruded FRP structures: formulation and calibration of parameters (Part I) [Internet]. Composite Structures. 2021 ; 255 1-22.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.compstruct.2020.112974
    • Vancouver

      Gonilha JA, Silvestre N, Correia JR, Tita V, Martins D. Novel progressive failure model for quasi-orthotropic pultruded FRP structures: formulation and calibration of parameters (Part I) [Internet]. Composite Structures. 2021 ; 255 1-22.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.compstruct.2020.112974
  • Source: Wave Motion. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ONDAS ELETROMAGNÉTICAS, ESTRUTURAS

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      LAIER, José Elias. Dispersion, spurius reflections and spurius bifurcations of flexural waves. Wave Motion, v. 100, p. 1-13, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.wavemoti.2020.102674. Acesso em: 18 ago. 2024.
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      Laier, J. E. (2021). Dispersion, spurius reflections and spurius bifurcations of flexural waves. Wave Motion, 100, 1-13. doi:10.1016/j.wavemoti.2020.102674
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      Laier JE. Dispersion, spurius reflections and spurius bifurcations of flexural waves [Internet]. Wave Motion. 2021 ; 100 1-13.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.wavemoti.2020.102674
    • Vancouver

      Laier JE. Dispersion, spurius reflections and spurius bifurcations of flexural waves [Internet]. Wave Motion. 2021 ; 100 1-13.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.wavemoti.2020.102674
  • Source: Powder Technology. Unidade: EESC

    Subjects: IMAGEM DIGITAL, CISALHAMENTO, MÉTODO DOS ELEMENTOS FINITOS, ENGENHARIA MECÂNICA

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      MORAIS, Mateus Mota et al. Calibration of powder constitutive model using digital image correlation validated for hollow hemisphere of lead zirconate titanate. Powder Technology, v. 392, p. 212-223, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.powtec.2021.07.001. Acesso em: 18 ago. 2024.
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      Morais, M. M., Melo, C. C. de, Canto, R. B., & Fortulan, C. A. (2021). Calibration of powder constitutive model using digital image correlation validated for hollow hemisphere of lead zirconate titanate. Powder Technology, 392, 212-223. doi:10.1016/j.powtec.2021.07.001
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      Morais MM, Melo CC de, Canto RB, Fortulan CA. Calibration of powder constitutive model using digital image correlation validated for hollow hemisphere of lead zirconate titanate [Internet]. Powder Technology. 2021 ; 392 212-223.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.powtec.2021.07.001
    • Vancouver

      Morais MM, Melo CC de, Canto RB, Fortulan CA. Calibration of powder constitutive model using digital image correlation validated for hollow hemisphere of lead zirconate titanate [Internet]. Powder Technology. 2021 ; 392 212-223.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.powtec.2021.07.001
  • Source: Composite Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, PAINÉIS SANDWICH, ESTRUTURAS

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      CARRAZEDO, Rogério et al. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element. Composite Structures, v. 244, p. 1-16, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2020.112254. Acesso em: 18 ago. 2024.
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      Carrazedo, R., Paccola, R. R., Coda, H. B., & Salomão, R. (2020). Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element. Composite Structures, 244, 1-16. doi:10.1016/j.compstruct.2020.112254
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      Carrazedo R, Paccola RR, Coda HB, Salomão R. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element [Internet]. Composite Structures. 2020 ; 244 1-16.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.compstruct.2020.112254
    • Vancouver

      Carrazedo R, Paccola RR, Coda HB, Salomão R. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element [Internet]. Composite Structures. 2020 ; 244 1-16.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.compstruct.2020.112254
  • 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: 18 ago. 2024.
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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
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      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 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.cma.2020.113073
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      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 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.cma.2020.113073
  • Source: Finite Elements in Analysis and Design. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, HOMOGENEIZAÇÃO, ENGENHARIA AERONÁUTICA

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      CHRISTOFF, Bruno Guilherme et al. Development of an ABAQUS™ plug-in to evaluate the fourth-order elasticity tensor of a periodic material via homogenization by the asymptotic expansion method. Finite Elements in Analysis and Design, v. 181, p. 1-13, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2020.103482. Acesso em: 18 ago. 2024.
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      Christoff, B. G., Brito Santana, H., Talreja, R., & Tita, V. (2020). Development of an ABAQUS™ plug-in to evaluate the fourth-order elasticity tensor of a periodic material via homogenization by the asymptotic expansion method. Finite Elements in Analysis and Design, 181, 1-13. doi:10.1016/j.finel.2020.103482
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      Christoff BG, Brito Santana H, Talreja R, Tita V. Development of an ABAQUS™ plug-in to evaluate the fourth-order elasticity tensor of a periodic material via homogenization by the asymptotic expansion method [Internet]. Finite Elements in Analysis and Design. 2020 ; 181 1-13.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.finel.2020.103482
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      Christoff BG, Brito Santana H, Talreja R, Tita V. Development of an ABAQUS™ plug-in to evaluate the fourth-order elasticity tensor of a periodic material via homogenization by the asymptotic expansion method [Internet]. Finite Elements in Analysis and Design. 2020 ; 181 1-13.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.finel.2020.103482
  • 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: 18 ago. 2024.
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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
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      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 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.cma.2020.112972
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      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 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.cma.2020.112972
  • Source: International Journal of Rock Mechanics and Mining Sciences. Unidade: EESC

    Subjects: TÚNEIS, MÉTODO DOS ELEMENTOS FINITOS, GEOTECNIA

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      VITALI, Osvaldo Paiva Magalhães e CELESTINO, Tarcísio Barreto e BOBET, Antonio. Buoyancy effect on shallow tunnels. International Journal of Rock Mechanics and Mining Sciences, v. 114, p. 1-6, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.ijrmms.2018.12.012. Acesso em: 18 ago. 2024.
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      Vitali, O. P. M., Celestino, T. B., & Bobet, A. (2019). Buoyancy effect on shallow tunnels. International Journal of Rock Mechanics and Mining Sciences, 114, 1-6. doi:10.1016/j.ijrmms.2018.12.012
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      Vitali OPM, Celestino TB, Bobet A. Buoyancy effect on shallow tunnels [Internet]. International Journal of Rock Mechanics and Mining Sciences. 2019 ; 114 1-6.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.ijrmms.2018.12.012
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      Vitali OPM, Celestino TB, Bobet A. Buoyancy effect on shallow tunnels [Internet]. International Journal of Rock Mechanics and Mining Sciences. 2019 ; 114 1-6.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1016/j.ijrmms.2018.12.012

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