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  • Source: Computational Mechanics. Unidade: ICMC

    Subjects: MECÂNICA DOS FLUÍDOS COMPUTACIONAL, EQUAÇÕES DIFERENCIAIS, MÉTODOS NUMÉRICOS

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    • ABNT

      COSTA-HAVEROTH, Thais Clara et al. A damage phase-field model for fractional viscoelastic materials in finite strain. Computational Mechanics, v. 69, n. 6, p. 1365-1393, 2022Tradução . . Disponível em: https://doi.org/10.1007/s00466-022-02145-2. Acesso em: 29 set. 2024.
    • APA

      Costa-Haveroth, T. C., Haveroth, G. A., Bittencourt, M. L., & Boldrini, J. L. (2022). A damage phase-field model for fractional viscoelastic materials in finite strain. Computational Mechanics, 69( 6), 1365-1393. doi:10.1007/s00466-022-02145-2
    • NLM

      Costa-Haveroth TC, Haveroth GA, Bittencourt ML, Boldrini JL. A damage phase-field model for fractional viscoelastic materials in finite strain [Internet]. Computational Mechanics. 2022 ; 69( 6): 1365-1393.[citado 2024 set. 29 ] Available from: https://doi.org/10.1007/s00466-022-02145-2
    • Vancouver

      Costa-Haveroth TC, Haveroth GA, Bittencourt ML, Boldrini JL. A damage phase-field model for fractional viscoelastic materials in finite strain [Internet]. Computational Mechanics. 2022 ; 69( 6): 1365-1393.[citado 2024 set. 29 ] Available from: https://doi.org/10.1007/s00466-022-02145-2
  • Source: Computational Mechanics. Unidade: EP

    Subjects: CABOS DE AMARRAÇÃO, TUBOS FLEXÍVEIS, MÉTODO DOS ELEMENTOS FINITOS, ESTATÍSTICA (ANÁLISE)

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    • ABNT

      GAY NETO, Alfredo e MARTINS, Clóvis de Arruda e PIMENTA, Paulo de Mattos. Static analysis of offshore risers with geometricallyexcat 3 D beam model subjected to unilateral contact. Computational Mechanics, v. 53, p. 125-145, 2014Tradução . . Disponível em: http://link.springer.com/article/10.1007/s00466-013-0897-9#page-1. Acesso em: 29 set. 2024.
    • APA

      Gay Neto, A., Martins, C. de A., & Pimenta, P. de M. (2014). Static analysis of offshore risers with geometricallyexcat 3 D beam model subjected to unilateral contact. Computational Mechanics, 53, 125-145. doi:10.1007/s00466-013-0897-9
    • NLM

      Gay Neto A, Martins C de A, Pimenta P de M. Static analysis of offshore risers with geometricallyexcat 3 D beam model subjected to unilateral contact [Internet]. Computational Mechanics. 2014 ; 53 125-145.[citado 2024 set. 29 ] Available from: http://link.springer.com/article/10.1007/s00466-013-0897-9#page-1
    • Vancouver

      Gay Neto A, Martins C de A, Pimenta P de M. Static analysis of offshore risers with geometricallyexcat 3 D beam model subjected to unilateral contact [Internet]. Computational Mechanics. 2014 ; 53 125-145.[citado 2024 set. 29 ] Available from: http://link.springer.com/article/10.1007/s00466-013-0897-9#page-1
  • Source: Computational Mechanics. Unidade: EP

    Subjects: MÉTODOS TOPOLÓGICOS (OTIMIZAÇÃO), PLASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS

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    • ABNT

      LAHUERTA, Ricardo Doll et al. Towards the stabilization of the low density elements in topology optimization with large deformation. Computational Mechanics, v. 52, n. 4, p. 779-797, 2013Tradução . . Disponível em: http://www.researchgate.net/publication/236213631_Towards_the_stabilization_of_the_low_density_elements_in_topology_optimization_with_large_deformation. Acesso em: 29 set. 2024.
    • APA

      Lahuerta, R. D., Simões, E. T., Campello, E. de M. B., Pimenta, P. de M., & Silva, E. C. N. (2013). Towards the stabilization of the low density elements in topology optimization with large deformation. Computational Mechanics, 52( 4), 779-797. doi:10.1007/s00466-013-084-x
    • NLM

      Lahuerta RD, Simões ET, Campello E de MB, Pimenta P de M, Silva ECN. Towards the stabilization of the low density elements in topology optimization with large deformation [Internet]. Computational Mechanics. 2013 ; 52( 4): 779-797.[citado 2024 set. 29 ] Available from: http://www.researchgate.net/publication/236213631_Towards_the_stabilization_of_the_low_density_elements_in_topology_optimization_with_large_deformation
    • Vancouver

      Lahuerta RD, Simões ET, Campello E de MB, Pimenta P de M, Silva ECN. Towards the stabilization of the low density elements in topology optimization with large deformation [Internet]. Computational Mechanics. 2013 ; 52( 4): 779-797.[citado 2024 set. 29 ] Available from: http://www.researchgate.net/publication/236213631_Towards_the_stabilization_of_the_low_density_elements_in_topology_optimization_with_large_deformation
  • Source: Computational Mechanics. Unidade: EESC

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

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    • ABNT

      DAE, Jam Kim e DUARTE, Carlos A. e PROENÇA, Sérgio Persival Baroncini. A generalized finite element method with global-local enrichment functions for confined plasticity problems. Computational Mechanics, v. No 2012, n. 5, p. 563-578, 2012Tradução . . Disponível em: https://doi.org/10.1007/s00466-012-0689-7. Acesso em: 29 set. 2024.
    • APA

      Dae, J. K., Duarte, C. A., & Proença, S. P. B. (2012). A generalized finite element method with global-local enrichment functions for confined plasticity problems. Computational Mechanics, No 2012( 5), 563-578. doi:10.1007/s00466-012-0689-7
    • NLM

      Dae JK, Duarte CA, Proença SPB. A generalized finite element method with global-local enrichment functions for confined plasticity problems [Internet]. Computational Mechanics. 2012 ; No 2012( 5): 563-578.[citado 2024 set. 29 ] Available from: https://doi.org/10.1007/s00466-012-0689-7
    • Vancouver

      Dae JK, Duarte CA, Proença SPB. A generalized finite element method with global-local enrichment functions for confined plasticity problems [Internet]. Computational Mechanics. 2012 ; No 2012( 5): 563-578.[citado 2024 set. 29 ] Available from: https://doi.org/10.1007/s00466-012-0689-7
  • Source: Computational Mechanics. Unidade: EESC

    Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS DE CONTORNO, CHAPAS

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    • ABNT

      WAIDEMAM, Leandro e VENTURINI, Wilson Sergio. A boundary element formulation for analysis of elastoplastic plates with geometrical nonlinearity. Computational Mechanics, v. 45, n. 4, p. 335-347, 2010Tradução . . Disponível em: https://doi.org/10.1007/s00466-009-0447-7. Acesso em: 29 set. 2024.
    • APA

      Waidemam, L., & Venturini, W. S. (2010). A boundary element formulation for analysis of elastoplastic plates with geometrical nonlinearity. Computational Mechanics, 45( 4), 335-347. doi:10.1007/s00466-009-0447-7
    • NLM

      Waidemam L, Venturini WS. A boundary element formulation for analysis of elastoplastic plates with geometrical nonlinearity [Internet]. Computational Mechanics. 2010 ; 45( 4): 335-347.[citado 2024 set. 29 ] Available from: https://doi.org/10.1007/s00466-009-0447-7
    • Vancouver

      Waidemam L, Venturini WS. A boundary element formulation for analysis of elastoplastic plates with geometrical nonlinearity [Internet]. Computational Mechanics. 2010 ; 45( 4): 335-347.[citado 2024 set. 29 ] Available from: https://doi.org/10.1007/s00466-009-0447-7

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