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  • Source: International Journal for Numerical Methods in Engineering. Unidade: EESC

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

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    • ABNT

      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: 10 out. 2024.
    • APA

      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
    • NLM

      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 out. 10 ] Available from: https://doi.org/10.1002/nme.7238
    • Vancouver

      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 out. 10 ] Available from: https://doi.org/10.1002/nme.7238
  • Source: International Journal for Numerical Methods in Engineering. Unidade: EESC

    Subjects: MANUFATURA ADITIVA, TOPOLOGIA, ESTRUTURAS

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    • ABNT

      SILVA, Gustavo Assis da et al. Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints. International Journal for Numerical Methods in Engineering, v. 122, p. 548-578, 2021Tradução . . Disponível em: https://doi.org/10.1002/nme.6548. Acesso em: 10 out. 2024.
    • APA

      Silva, G. A. da, Aage, N., Beck, A. T., & Sigmund, O. (2021). Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints. International Journal for Numerical Methods in Engineering, 122, 548-578. doi:10.1002/nme.6548
    • NLM

      Silva GA da, Aage N, Beck AT, Sigmund O. Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints [Internet]. International Journal for Numerical Methods in Engineering. 2021 ; 122 548-578.[citado 2024 out. 10 ] Available from: https://doi.org/10.1002/nme.6548
    • Vancouver

      Silva GA da, Aage N, Beck AT, Sigmund O. Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints [Internet]. International Journal for Numerical Methods in Engineering. 2021 ; 122 548-578.[citado 2024 out. 10 ] Available from: https://doi.org/10.1002/nme.6548
  • Source: International Journal for Numerical Methods in Engineering. Unidade: EESC

    Subjects: TOPOLOGIA, TENSÃO ESTRUTURAL, ESTRUTURAS

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    • ABNT

      SILVA, Gustavo Assis da et al. Local versus global stress constraint strategies in topology optimization: a comparative study. International Journal for Numerical Methods in Engineering, p. 1-34, 2021Tradução . . Disponível em: https://doi.org/10.1002/nme.6781. Acesso em: 10 out. 2024.
    • APA

      Silva, G. A. da, Aage, N., Beck, A. T., & Sigmund, O. (2021). Local versus global stress constraint strategies in topology optimization: a comparative study. International Journal for Numerical Methods in Engineering, 1-34. doi:10.1002/nme.6781
    • NLM

      Silva GA da, Aage N, Beck AT, Sigmund O. Local versus global stress constraint strategies in topology optimization: a comparative study [Internet]. International Journal for Numerical Methods in Engineering. 2021 ; 1-34.[citado 2024 out. 10 ] Available from: https://doi.org/10.1002/nme.6781
    • Vancouver

      Silva GA da, Aage N, Beck AT, Sigmund O. Local versus global stress constraint strategies in topology optimization: a comparative study [Internet]. International Journal for Numerical Methods in Engineering. 2021 ; 1-34.[citado 2024 out. 10 ] Available from: https://doi.org/10.1002/nme.6781
  • Source: Structural Concrete. Unidade: EESC

    Subjects: CISALHAMENTO, CONCRETO ARMADO, ESTRUTURAS

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    • ABNT

      SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva O. L e EL DEBS, Mounir Khalil. One-way shear strength of wide reinforced concrete members without stirrups. Structural Concrete, v. 22, n. 2, p. 968-992, 2021Tradução . . Disponível em: https://doi.org/10.1002/suco.202000034. Acesso em: 10 out. 2024.
    • APA

      Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2021). One-way shear strength of wide reinforced concrete members without stirrups. Structural Concrete, 22( 2), 968-992. doi:10.1002/suco.202000034
    • NLM

      Sousa AMD de, Lantsoght EOL, El Debs MK. One-way shear strength of wide reinforced concrete members without stirrups [Internet]. Structural Concrete. 2021 ; 22( 2): 968-992.[citado 2024 out. 10 ] Available from: https://doi.org/10.1002/suco.202000034
    • Vancouver

      Sousa AMD de, Lantsoght EOL, El Debs MK. One-way shear strength of wide reinforced concrete members without stirrups [Internet]. Structural Concrete. 2021 ; 22( 2): 968-992.[citado 2024 out. 10 ] Available from: https://doi.org/10.1002/suco.202000034

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