Filtros : "MÉTODO DOS ELEMENTOS DE CONTORNO" "Engineering Fracture Mechanics" "EESC" Removidos: "Costa, Silgia Aparecida da" "Araujo, Ulisses Ferreira de" "Revista Brasileira de Ciência e Movimento" "Rocha, Francisco dos Santos" "1924" "Reuniao Anual da Sociedade Brasileira de Bioquimica e Biologia Molecular" Limpar

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  • Source: Engineering Fracture Mechanics. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DA FRATURA, FADIGA DAS ESTRUTURAS

    Acesso à fonteDOIHow to cite
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    • ABNT

      MAHECHA NUÑEZ, Javier Yesid e LEONEL, Edson Denner e FAXINA, Adalberto Leandro. Fatigue characteristics of modified asphalt binders using fracture mechanics. Engineering Fracture Mechanics, v. 154, p. 1-11, 2016Tradução . . Disponível em: https://doi.org/10.1016/j.engfracmech.2016.01.001. Acesso em: 11 jul. 2024.
    • APA

      Mahecha Nuñez, J. Y., Leonel, E. D., & Faxina, A. L. (2016). Fatigue characteristics of modified asphalt binders using fracture mechanics. Engineering Fracture Mechanics, 154, 1-11. doi:10.1016/j.engfracmech.2016.01.001
    • NLM

      Mahecha Nuñez JY, Leonel ED, Faxina AL. Fatigue characteristics of modified asphalt binders using fracture mechanics [Internet]. Engineering Fracture Mechanics. 2016 ; 154 1-11.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1016/j.engfracmech.2016.01.001
    • Vancouver

      Mahecha Nuñez JY, Leonel ED, Faxina AL. Fatigue characteristics of modified asphalt binders using fracture mechanics [Internet]. Engineering Fracture Mechanics. 2016 ; 154 1-11.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1016/j.engfracmech.2016.01.001
  • Source: Engineering Fracture Mechanics. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DA FRATURA, FADIGA DAS ESTRUTURAS

    Acesso à fonteDOIHow to cite
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    • ABNT

      OLIVEIRA, Hugo Luiz e LEONEL, Edson Denner. Cohesive crack growth modelling based on an alternative nonlinear BEM formulation. Engineering Fracture Mechanics, v. 111, p. 89-97, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.engfracmech.2013.09.003. Acesso em: 11 jul. 2024.
    • APA

      Oliveira, H. L., & Leonel, E. D. (2013). Cohesive crack growth modelling based on an alternative nonlinear BEM formulation. Engineering Fracture Mechanics, 111, 89-97. doi:10.1016/j.engfracmech.2013.09.003
    • NLM

      Oliveira HL, Leonel ED. Cohesive crack growth modelling based on an alternative nonlinear BEM formulation [Internet]. Engineering Fracture Mechanics. 2013 ; 111 89-97.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1016/j.engfracmech.2013.09.003
    • Vancouver

      Oliveira HL, Leonel ED. Cohesive crack growth modelling based on an alternative nonlinear BEM formulation [Internet]. Engineering Fracture Mechanics. 2013 ; 111 89-97.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1016/j.engfracmech.2013.09.003
  • Source: Engineering Fracture Mechanics. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DA FRATURA, FADIGA DAS ESTRUTURAS

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    • ABNT

      LEONEL, Edson Denner e VENTURINI, Wilson Sergio. Multiple random crack propagation using a boundary element formulation. Engineering Fracture Mechanics, v. 78, n. 6, p. 1077-1090, 2011Tradução . . Disponível em: https://doi.org/10.1016/j.engfracmech.2010.11.012. Acesso em: 11 jul. 2024.
    • APA

      Leonel, E. D., & Venturini, W. S. (2011). Multiple random crack propagation using a boundary element formulation. Engineering Fracture Mechanics, 78( 6), 1077-1090. doi:10.1016/j.engfracmech.2010.11.012
    • NLM

      Leonel ED, Venturini WS. Multiple random crack propagation using a boundary element formulation [Internet]. Engineering Fracture Mechanics. 2011 ; 78( 6): 1077-1090.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1016/j.engfracmech.2010.11.012
    • Vancouver

      Leonel ED, Venturini WS. Multiple random crack propagation using a boundary element formulation [Internet]. Engineering Fracture Mechanics. 2011 ; 78( 6): 1077-1090.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1016/j.engfracmech.2010.11.012
  • Source: Engineering Fracture Mechanics. Unidade: EESC

    Subjects: IMAGEM DIGITAL, MÉTODO DOS ELEMENTOS DE CONTORNO, IDENTIFICAÇÃO (PARÂMETROS)

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    • ABNT

      FERREIRA, Manoel Denis Costa e VENTURINI, Wilson Sergio e HILD, François. On the analysis of notched concrete beams: from measurement with digital image correlation to identification with boundary element method of a cohesive model. Engineering Fracture Mechanics, v. 78, n. Ja 2011, p. 71-84, 2011Tradução . . Disponível em: https://doi.org/10.1016/j.engfracmech.2010.10.008. Acesso em: 11 jul. 2024.
    • APA

      Ferreira, M. D. C., Venturini, W. S., & Hild, F. (2011). On the analysis of notched concrete beams: from measurement with digital image correlation to identification with boundary element method of a cohesive model. Engineering Fracture Mechanics, 78( Ja 2011), 71-84. doi:10.1016/j.engfracmech.2010.10.008
    • NLM

      Ferreira MDC, Venturini WS, Hild F. On the analysis of notched concrete beams: from measurement with digital image correlation to identification with boundary element method of a cohesive model [Internet]. Engineering Fracture Mechanics. 2011 ; 78( Ja 2011): 71-84.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1016/j.engfracmech.2010.10.008
    • Vancouver

      Ferreira MDC, Venturini WS, Hild F. On the analysis of notched concrete beams: from measurement with digital image correlation to identification with boundary element method of a cohesive model [Internet]. Engineering Fracture Mechanics. 2011 ; 78( Ja 2011): 71-84.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1016/j.engfracmech.2010.10.008

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