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

    Subjects: FRATURA DAS ESTRUTURAS, ALGORITMOS NUMÉRICOS

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    • ABNT

      RAMOS, Caio S. et al. Phase-field fracture analysis: a gradient-based line search strategy for the L-BFGS algorithm. Computer Methods in Applied Mechanics and Engineering, v. 445, p. 1-28, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.cma.2025.118170. Acesso em: 19 nov. 2025.
    • APA

      Ramos, C. S., Duarte, C. A., Shauer, N., & Proenca, S. P. B. (2025). Phase-field fracture analysis: a gradient-based line search strategy for the L-BFGS algorithm. Computer Methods in Applied Mechanics and Engineering, 445, 1-28. doi:10.1016/j.cma.2025.118170
    • NLM

      Ramos CS, Duarte CA, Shauer N, Proenca SPB. Phase-field fracture analysis: a gradient-based line search strategy for the L-BFGS algorithm [Internet]. Computer Methods in Applied Mechanics and Engineering. 2025 ; 445 1-28.[citado 2025 nov. 19 ] Available from: http://dx.doi.org/10.1016/j.cma.2025.118170
    • Vancouver

      Ramos CS, Duarte CA, Shauer N, Proenca SPB. Phase-field fracture analysis: a gradient-based line search strategy for the L-BFGS algorithm [Internet]. Computer Methods in Applied Mechanics and Engineering. 2025 ; 445 1-28.[citado 2025 nov. 19 ] Available from: http://dx.doi.org/10.1016/j.cma.2025.118170
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: INTERAÇÃO FLUIDO-ESTRUTURA, MÉTODO DOS ELEMENTOS FINITOS

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    • ABNT

      SANCHES, Rodolfo André Kuche e CODA, Humberto Breves. Unconstrained vector nonlinear dynamic shell formulation applied to fluid structure interaction. Computer Methods in Applied Mechanics and Engineering, v. 259, p. 177-196, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2013.02.016. Acesso em: 19 nov. 2025.
    • APA

      Sanches, R. A. K., & Coda, H. B. (2013). Unconstrained vector nonlinear dynamic shell formulation applied to fluid structure interaction. Computer Methods in Applied Mechanics and Engineering, 259, 177-196. doi:10.1016/j.cma.2013.02.016
    • NLM

      Sanches RAK, Coda HB. Unconstrained vector nonlinear dynamic shell formulation applied to fluid structure interaction [Internet]. Computer Methods in Applied Mechanics and Engineering. 2013 ; 259 177-196.[citado 2025 nov. 19 ] Available from: https://doi.org/10.1016/j.cma.2013.02.016
    • Vancouver

      Sanches RAK, Coda HB. Unconstrained vector nonlinear dynamic shell formulation applied to fluid structure interaction [Internet]. Computer Methods in Applied Mechanics and Engineering. 2013 ; 259 177-196.[citado 2025 nov. 19 ] Available from: https://doi.org/10.1016/j.cma.2013.02.016
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, PLASTICIDADE DAS ESTRUTURAS

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      BENALLAL, Ahmed e BOTTA, Alexandre Sampaio e VENTURINI, Wilson Sérgio. Consolidation of elastic-plastic saturated porous media by the boundary element method. Computer Methods in Applied Mechanics and Engineering, v. 197, n. 51-52, p. 4626-4644, 2008Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2008.06.003. Acesso em: 19 nov. 2025.
    • APA

      Benallal, A., Botta, A. S., & Venturini, W. S. (2008). Consolidation of elastic-plastic saturated porous media by the boundary element method. Computer Methods in Applied Mechanics and Engineering, 197( 51-52), 4626-4644. doi:10.1016/j.cma.2008.06.003
    • NLM

      Benallal A, Botta AS, Venturini WS. Consolidation of elastic-plastic saturated porous media by the boundary element method [Internet]. Computer Methods in Applied Mechanics and Engineering. 2008 ; 197( 51-52): 4626-4644.[citado 2025 nov. 19 ] Available from: https://doi.org/10.1016/j.cma.2008.06.003
    • Vancouver

      Benallal A, Botta AS, Venturini WS. Consolidation of elastic-plastic saturated porous media by the boundary element method [Internet]. Computer Methods in Applied Mechanics and Engineering. 2008 ; 197( 51-52): 4626-4644.[citado 2025 nov. 19 ] Available from: https://doi.org/10.1016/j.cma.2008.06.003
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

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

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    • ABNT

      BENALLAL, Ahmed e BOTTA, Alexandre Sampaio e VENTURINI, Wilson Sérgio. On the description of localization and failure phenomena by the boundary element method. Computer Methods in Applied Mechanics and Engineering, v. 195, n. 44-47, p. Se 2006, 2006Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2005.08.025. Acesso em: 19 nov. 2025.
    • APA

      Benallal, A., Botta, A. S., & Venturini, W. S. (2006). On the description of localization and failure phenomena by the boundary element method. Computer Methods in Applied Mechanics and Engineering, 195( 44-47), Se 2006. doi:10.1016/j.cma.2005.08.025
    • NLM

      Benallal A, Botta AS, Venturini WS. On the description of localization and failure phenomena by the boundary element method [Internet]. Computer Methods in Applied Mechanics and Engineering. 2006 ; 195( 44-47): Se 2006.[citado 2025 nov. 19 ] Available from: https://doi.org/10.1016/j.cma.2005.08.025
    • Vancouver

      Benallal A, Botta AS, Venturini WS. On the description of localization and failure phenomena by the boundary element method [Internet]. Computer Methods in Applied Mechanics and Engineering. 2006 ; 195( 44-47): Se 2006.[citado 2025 nov. 19 ] Available from: https://doi.org/10.1016/j.cma.2005.08.025
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

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

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    • ABNT

      CODA, Humberto Breves e GRECO, Marcelo. A simple FEM formulation for large deflection 2D frame analysis based on position description. Computer Methods in Applied Mechanics and Engineering, v. 193, n. 33-35, p. 3541-3557, 2004Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2004.01.005. Acesso em: 19 nov. 2025.
    • APA

      Coda, H. B., & Greco, M. (2004). A simple FEM formulation for large deflection 2D frame analysis based on position description. Computer Methods in Applied Mechanics and Engineering, 193( 33-35), 3541-3557. doi:10.1016/j.cma.2004.01.005
    • NLM

      Coda HB, Greco M. A simple FEM formulation for large deflection 2D frame analysis based on position description [Internet]. Computer Methods in Applied Mechanics and Engineering. 2004 ; 193( 33-35): 3541-3557.[citado 2025 nov. 19 ] Available from: https://doi.org/10.1016/j.cma.2004.01.005
    • Vancouver

      Coda HB, Greco M. A simple FEM formulation for large deflection 2D frame analysis based on position description [Internet]. Computer Methods in Applied Mechanics and Engineering. 2004 ; 193( 33-35): 3541-3557.[citado 2025 nov. 19 ] Available from: https://doi.org/10.1016/j.cma.2004.01.005

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