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  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

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

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      LEONEL, Edson Denner e CHATEAUNEUF, Alaa e VENTURINI, Wilson Sérgio. Probabilistic crack growth analyses using a boundary element model: applications in linear elastic fracture and fatigue problems. Engineering Analysis with Boundary Elements, v. 36, n. 6, p. 944-959, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2011.12.016. Acesso em: 25 jun. 2024.
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      Leonel, E. D., Chateauneuf, A., & Venturini, W. S. (2012). Probabilistic crack growth analyses using a boundary element model: applications in linear elastic fracture and fatigue problems. Engineering Analysis with Boundary Elements, 36( 6), 944-959. doi:10.1016/j.enganabound.2011.12.016
    • NLM

      Leonel ED, Chateauneuf A, Venturini WS. Probabilistic crack growth analyses using a boundary element model: applications in linear elastic fracture and fatigue problems [Internet]. Engineering Analysis with Boundary Elements. 2012 ; 36( 6): 944-959.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.enganabound.2011.12.016
    • Vancouver

      Leonel ED, Chateauneuf A, Venturini WS. Probabilistic crack growth analyses using a boundary element model: applications in linear elastic fracture and fatigue problems [Internet]. Engineering Analysis with Boundary Elements. 2012 ; 36( 6): 944-959.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.enganabound.2011.12.016
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DO DANO

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    • ABNT

      LIMA JUNIOR, Eduardo Toledo de e VENTURINI, Wilson Sérgio e BENALLAL, Ahmed. BEM modeling of saturated porous media susceptible to damage. Engineering Analysis with Boundary Elements, v. 36, n. 2, p. 147-153, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2011.07.002. Acesso em: 25 jun. 2024.
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      Lima Junior, E. T. de, Venturini, W. S., & Benallal, A. (2012). BEM modeling of saturated porous media susceptible to damage. Engineering Analysis with Boundary Elements, 36( 2), 147-153. doi:10.1016/j.enganabound.2011.07.002
    • NLM

      Lima Junior ET de, Venturini WS, Benallal A. BEM modeling of saturated porous media susceptible to damage [Internet]. Engineering Analysis with Boundary Elements. 2012 ; 36( 2): 147-153.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.enganabound.2011.07.002
    • Vancouver

      Lima Junior ET de, Venturini WS, Benallal A. BEM modeling of saturated porous media susceptible to damage [Internet]. Engineering Analysis with Boundary Elements. 2012 ; 36( 2): 147-153.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.enganabound.2011.07.002
  • Source: Engineering Fracture Mechanics. Unidade: EESC

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

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      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: 25 jun. 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 jun. 25 ] 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 jun. 25 ] Available from: https://doi.org/10.1016/j.engfracmech.2010.11.012
  • Source: WIT Transactions on Modelling and Simulation. Unidade: EESC

    Subjects: FADIGA DAS ESTRUTURAS, ESTRUTURAS (CONFIABILIDADE), MÉTODO DOS ELEMENTOS DE CONTORNO

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      LEONEL, Edson Denner e VENTURINI, Wilson Sérgio. Probabilistic fatigue crack growth using BEM and reliability algorithms. WIT Transactions on Modelling and Simulation, v. 52, p. 3-13, 2011Tradução . . Disponível em: https://doi.org/10.2495/BE110011. Acesso em: 25 jun. 2024.
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      Leonel, E. D., & Venturini, W. S. (2011). Probabilistic fatigue crack growth using BEM and reliability algorithms. WIT Transactions on Modelling and Simulation, 52, 3-13. doi:10.2495/BE110011
    • NLM

      Leonel ED, Venturini WS. Probabilistic fatigue crack growth using BEM and reliability algorithms [Internet]. WIT Transactions on Modelling and Simulation. 2011 ; 52 3-13.[citado 2024 jun. 25 ] Available from: https://doi.org/10.2495/BE110011
    • Vancouver

      Leonel ED, Venturini WS. Probabilistic fatigue crack growth using BEM and reliability algorithms [Internet]. WIT Transactions on Modelling and Simulation. 2011 ; 52 3-13.[citado 2024 jun. 25 ] Available from: https://doi.org/10.2495/BE110011
  • Source: Engineering Failure Analysis. Unidade: EESC

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

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      LEONEL, Edson Denner e VENTURINI, Wilson Sérgio e CHATEAUNEUF, Alaa. A BEM model applied to failure analysis of multi-fractured structures. Engineering Failure Analysis, v. 18, n. 6, p. 1538-1549, 2011Tradução . . Disponível em: https://doi.org/10.1016/j.engfailanal.2011.05.014. Acesso em: 25 jun. 2024.
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      Leonel, E. D., Venturini, W. S., & Chateauneuf, A. (2011). A BEM model applied to failure analysis of multi-fractured structures. Engineering Failure Analysis, 18( 6), 1538-1549. doi:10.1016/j.engfailanal.2011.05.014
    • NLM

      Leonel ED, Venturini WS, Chateauneuf A. A BEM model applied to failure analysis of multi-fractured structures [Internet]. Engineering Failure Analysis. 2011 ; 18( 6): 1538-1549.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.engfailanal.2011.05.014
    • Vancouver

      Leonel ED, Venturini WS, Chateauneuf A. A BEM model applied to failure analysis of multi-fractured structures [Internet]. Engineering Failure Analysis. 2011 ; 18( 6): 1538-1549.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.engfailanal.2011.05.014
  • Source: Engineering Fracture Mechanics. Unidade: EESC

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

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      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: 25 jun. 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 jun. 25 ] 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 jun. 25 ] Available from: https://doi.org/10.1016/j.engfracmech.2010.10.008
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, OPERADORES NÃO LINEARES

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      LEONEL, Edson Denner e VENTURINI, Wilson Sérgio. Non-linear boundary element formulation applied to contact analysis using tangent operator. Engineering Analysis with Boundary Elements, v. 35, n. 12, p. 1237-1247, 2011Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2011.06.005. Acesso em: 25 jun. 2024.
    • APA

      Leonel, E. D., & Venturini, W. S. (2011). Non-linear boundary element formulation applied to contact analysis using tangent operator. Engineering Analysis with Boundary Elements, 35( 12), 1237-1247. doi:10.1016/j.enganabound.2011.06.005
    • NLM

      Leonel ED, Venturini WS. Non-linear boundary element formulation applied to contact analysis using tangent operator [Internet]. Engineering Analysis with Boundary Elements. 2011 ; 35( 12): 1237-1247.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.enganabound.2011.06.005
    • Vancouver

      Leonel ED, Venturini WS. Non-linear boundary element formulation applied to contact analysis using tangent operator [Internet]. Engineering Analysis with Boundary Elements. 2011 ; 35( 12): 1237-1247.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.enganabound.2011.06.005
  • Source: Advances in Engineering Software. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DA FRATURA

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      FERREIRA, Manoel Denis Costa e VENTURINI, Wilson Sergio. Inverse analysis for two-dimensional structures using the boundary element method. Advances in Engineering Software, v. 41, n. 9, p. 1061-1072, 2010Tradução . . Disponível em: https://doi.org/10.1016/j.advengsoft.2010.04.003. Acesso em: 25 jun. 2024.
    • APA

      Ferreira, M. D. C., & Venturini, W. S. (2010). Inverse analysis for two-dimensional structures using the boundary element method. Advances in Engineering Software, 41( 9), 1061-1072. doi:10.1016/j.advengsoft.2010.04.003
    • NLM

      Ferreira MDC, Venturini WS. Inverse analysis for two-dimensional structures using the boundary element method [Internet]. Advances in Engineering Software. 2010 ; 41( 9): 1061-1072.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.advengsoft.2010.04.003
    • Vancouver

      Ferreira MDC, Venturini WS. Inverse analysis for two-dimensional structures using the boundary element method [Internet]. Advances in Engineering Software. 2010 ; 41( 9): 1061-1072.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.advengsoft.2010.04.003
  • Source: IOP Conference Series: materials science and engineering. Conference titles: World Congress on Computational Mechanics. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DO DANO

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      LIMA JUNIOR, Eduardo Toledo e VENTURINI, Wilson Sergio e BENALLAL, Ahmed. BEM applied to damage phenomena in saturated porous media. IOP Conference Series: materials science and engineering. Bristol: Escola de Engenharia de São Carlos, Universidade de São Paulo. Disponível em: https://doi.org/10.1088/1757-899X/10/1/012049. Acesso em: 25 jun. 2024. , 2010
    • APA

      Lima Junior, E. T., Venturini, W. S., & Benallal, A. (2010). BEM applied to damage phenomena in saturated porous media. IOP Conference Series: materials science and engineering. Bristol: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.1088/1757-899X/10/1/012049
    • NLM

      Lima Junior ET, Venturini WS, Benallal A. BEM applied to damage phenomena in saturated porous media [Internet]. IOP Conference Series: materials science and engineering. 2010 ; 10 1-10 (012049).[citado 2024 jun. 25 ] Available from: https://doi.org/10.1088/1757-899X/10/1/012049
    • Vancouver

      Lima Junior ET, Venturini WS, Benallal A. BEM applied to damage phenomena in saturated porous media [Internet]. IOP Conference Series: materials science and engineering. 2010 ; 10 1-10 (012049).[citado 2024 jun. 25 ] Available from: https://doi.org/10.1088/1757-899X/10/1/012049
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, MECÂNICA DA FRATURA

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      LEONEL, Edson Denner e VENTURINI, Wilson Sergio. Dual boundary element formulation applied to analysis of multi-fractured domains. Engineering Analysis with Boundary Elements, v. 34, n. 12, p. 1092-1099, 2010Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2010.06.014. Acesso em: 25 jun. 2024.
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      Leonel, E. D., & Venturini, W. S. (2010). Dual boundary element formulation applied to analysis of multi-fractured domains. Engineering Analysis with Boundary Elements, 34( 12), 1092-1099. doi:10.1016/j.enganabound.2010.06.014
    • NLM

      Leonel ED, Venturini WS. Dual boundary element formulation applied to analysis of multi-fractured domains [Internet]. Engineering Analysis with Boundary Elements. 2010 ; 34( 12): 1092-1099.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.enganabound.2010.06.014
    • Vancouver

      Leonel ED, Venturini WS. Dual boundary element formulation applied to analysis of multi-fractured domains [Internet]. Engineering Analysis with Boundary Elements. 2010 ; 34( 12): 1092-1099.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.enganabound.2010.06.014
  • Source: International Journal of Fatigue. Unidade: EESC

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

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      LEONEL, Edson Denner et al. Coupled reliability and boundary element model for probabilistic fatigue life assessment in mixed mode crack propagation. International Journal of Fatigue, v. No 2010, n. 11, p. 1823-1834, 2010Tradução . . Disponível em: https://doi.org/10.1016/j.ijfatigue.2010.05.001. Acesso em: 25 jun. 2024.
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      Leonel, E. D., Chateauneuf, A. M., Venturini, W. S., & Bressolette, P. (2010). Coupled reliability and boundary element model for probabilistic fatigue life assessment in mixed mode crack propagation. International Journal of Fatigue, No 2010( 11), 1823-1834. doi:10.1016/j.ijfatigue.2010.05.001
    • NLM

      Leonel ED, Chateauneuf AM, Venturini WS, Bressolette P. Coupled reliability and boundary element model for probabilistic fatigue life assessment in mixed mode crack propagation [Internet]. International Journal of Fatigue. 2010 ; No 2010( 11): 1823-1834.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.ijfatigue.2010.05.001
    • Vancouver

      Leonel ED, Chateauneuf AM, Venturini WS, Bressolette P. Coupled reliability and boundary element model for probabilistic fatigue life assessment in mixed mode crack propagation [Internet]. International Journal of Fatigue. 2010 ; No 2010( 11): 1823-1834.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.ijfatigue.2010.05.001
  • Source: Proceedings. Conference titles: International Conference on Advances in Boundary Element Techniques. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DO DANO

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      LIMA JUNIOR, Eduardo Toledo e VENTURINI, Wilson Sergio e BENALLAL, Ahmed. On the numerical analysis of damage phenomena in saturated porous media. 2010, Anais.. Eastleigh: EC Ltd, 2010. . Acesso em: 25 jun. 2024.
    • APA

      Lima Junior, E. T., Venturini, W. S., & Benallal, A. (2010). On the numerical analysis of damage phenomena in saturated porous media. In Proceedings. Eastleigh: EC Ltd.
    • NLM

      Lima Junior ET, Venturini WS, Benallal A. On the numerical analysis of damage phenomena in saturated porous media. Proceedings. 2010 ;[citado 2024 jun. 25 ]
    • Vancouver

      Lima Junior ET, Venturini WS, Benallal A. On the numerical analysis of damage phenomena in saturated porous media. Proceedings. 2010 ;[citado 2024 jun. 25 ]
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DA FRATURA, MODELOS NÃO LINEARES

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      LEONEL, Edson Denner e VENTURINI, Wilson Sergio. Non-linear boundary element formulation with tangent operator to analyse crack propagation in quasi-brittle materials. Engineering Analysis with Boundary Elements, v. 34, n. 2, p. 122-129, 2010Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2009.08.005. Acesso em: 25 jun. 2024.
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      Leonel, E. D., & Venturini, W. S. (2010). Non-linear boundary element formulation with tangent operator to analyse crack propagation in quasi-brittle materials. Engineering Analysis with Boundary Elements, 34( 2), 122-129. doi:10.1016/j.enganabound.2009.08.005
    • NLM

      Leonel ED, Venturini WS. Non-linear boundary element formulation with tangent operator to analyse crack propagation in quasi-brittle materials [Internet]. Engineering Analysis with Boundary Elements. 2010 ; 34( 2): 122-129.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.enganabound.2009.08.005
    • Vancouver

      Leonel ED, Venturini WS. Non-linear boundary element formulation with tangent operator to analyse crack propagation in quasi-brittle materials [Internet]. Engineering Analysis with Boundary Elements. 2010 ; 34( 2): 122-129.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.enganabound.2009.08.005
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO (FORMULAÇÃO), PLACAS

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      WAIDEMAM, Leandro e VENTURINI, Wilson Sérgio. BEM formulation for reinforced plates. Engineering Analysis with Boundary Elements, v. 33, n. 6, p. 830-836, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2008.11.005. Acesso em: 25 jun. 2024.
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      Waidemam, L., & Venturini, W. S. (2009). BEM formulation for reinforced plates. Engineering Analysis with Boundary Elements, 33( 6), 830-836. doi:10.1016/j.enganabound.2008.11.005
    • NLM

      Waidemam L, Venturini WS. BEM formulation for reinforced plates [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 6): 830-836.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.enganabound.2008.11.005
    • Vancouver

      Waidemam L, Venturini WS. BEM formulation for reinforced plates [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 6): 830-836.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.enganabound.2008.11.005
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

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

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      WAIDEMAM, Leandro e VENTURINI, Wilson Sérgio. An extended BEM formulation for plates reinforced by rectangular beams. Engineering Analysis with Boundary Elements, v. 33, n. 7, p. 983-992, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2008.12.006. Acesso em: 25 jun. 2024.
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      Waidemam, L., & Venturini, W. S. (2009). An extended BEM formulation for plates reinforced by rectangular beams. Engineering Analysis with Boundary Elements, 33( 7), 983-992. doi:10.1016/j.enganabound.2008.12.006
    • NLM

      Waidemam L, Venturini WS. An extended BEM formulation for plates reinforced by rectangular beams [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 7): 983-992.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.enganabound.2008.12.006
    • Vancouver

      Waidemam L, Venturini WS. An extended BEM formulation for plates reinforced by rectangular beams [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 7): 983-992.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.enganabound.2008.12.006
  • Source: WIT Transactions on Modelling and Simulation. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, FRATURA DAS ESTRUTURAS

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      LEONEL, Edson Denner e VENTURINI, Wilson Sérgio. Cohesive crack propagation using a boundary element formulation with a tangent operator. WIT Transactions on Modelling and Simulation, v. 49, p. 247-255, 2009Tradução . . Disponível em: https://doi.org/10.2495/BE09022. Acesso em: 25 jun. 2024.
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      Leonel, E. D., & Venturini, W. S. (2009). Cohesive crack propagation using a boundary element formulation with a tangent operator. WIT Transactions on Modelling and Simulation, 49, 247-255. doi:10.2495/BE09022
    • NLM

      Leonel ED, Venturini WS. Cohesive crack propagation using a boundary element formulation with a tangent operator [Internet]. WIT Transactions on Modelling and Simulation. 2009 ; 49 247-255.[citado 2024 jun. 25 ] Available from: https://doi.org/10.2495/BE09022
    • Vancouver

      Leonel ED, Venturini WS. Cohesive crack propagation using a boundary element formulation with a tangent operator [Internet]. WIT Transactions on Modelling and Simulation. 2009 ; 49 247-255.[citado 2024 jun. 25 ] Available from: https://doi.org/10.2495/BE09022
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, CHAPAS

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      WAIDEMAM, Leandro e VENTURINI, Wilson Sergio. BEM formulation for von Kármán plates. Engineering Analysis with Boundary Elements, v. 33, n. 10, p. 1223-1230, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2009.04.012. Acesso em: 25 jun. 2024.
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      Waidemam, L., & Venturini, W. S. (2009). BEM formulation for von Kármán plates. Engineering Analysis with Boundary Elements, 33( 10), 1223-1230. doi:10.1016/j.enganabound.2009.04.012
    • NLM

      Waidemam L, Venturini WS. BEM formulation for von Kármán plates [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 10): 1223-1230.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.enganabound.2009.04.012
    • Vancouver

      Waidemam L, Venturini WS. BEM formulation for von Kármán plates [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 10): 1223-1230.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.enganabound.2009.04.012
  • Source: Communications in Numerical Methods in Engineering. Unidade: EESC

    Assunto: PLASTICIDADE DAS ESTRUTURAS

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      BOTTA, Alexandre Sampaio et al. A discussion on volume change in the plastic phase. Communications in Numerical Methods in Engineering, v. No 2008, n. 11, p. 1149-1162, 2008Tradução . . Disponível em: https://doi.org/10.1002/cnm.1022. Acesso em: 25 jun. 2024.
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      Botta, A. S., Paccola, R. R., Venturini, W. S., & Coda, H. B. (2008). A discussion on volume change in the plastic phase. Communications in Numerical Methods in Engineering, No 2008( 11), 1149-1162. doi:10.1002/cnm.1022
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      Botta AS, Paccola RR, Venturini WS, Coda HB. A discussion on volume change in the plastic phase [Internet]. Communications in Numerical Methods in Engineering. 2008 ; No 2008( 11): 1149-1162.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1002/cnm.1022
    • Vancouver

      Botta AS, Paccola RR, Venturini WS, Coda HB. A discussion on volume change in the plastic phase [Internet]. Communications in Numerical Methods in Engineering. 2008 ; No 2008( 11): 1149-1162.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1002/cnm.1022
  • Source: Advances in Engineering Software. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, CONCRETO DE ALTO DESEMPENHO, MECÂNICA DO DANO

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      SANCHES JÚNIOR, Faustino e VENTURINI, Wilson Sérgio. Damage modelling of reinforced concrete beams. Advances in Engineering Software, v. 38, n. 8-9, p. Aug./Se 2007, 2007Tradução . . Disponível em: https://doi.org/10.1016/j.advengsoft.2006.08.025. Acesso em: 25 jun. 2024.
    • APA

      Sanches Júnior, F., & Venturini, W. S. (2007). Damage modelling of reinforced concrete beams. Advances in Engineering Software, 38( 8-9), Aug./Se 2007. doi:10.1016/j.advengsoft.2006.08.025
    • NLM

      Sanches Júnior F, Venturini WS. Damage modelling of reinforced concrete beams [Internet]. Advances in Engineering Software. 2007 ; 38( 8-9): Aug./Se 2007.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.advengsoft.2006.08.025
    • Vancouver

      Sanches Júnior F, Venturini WS. Damage modelling of reinforced concrete beams [Internet]. Advances in Engineering Software. 2007 ; 38( 8-9): Aug./Se 2007.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.advengsoft.2006.08.025
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

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

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      FERNANDES, Gabriela Rezende e VENTURINI, Wilson Sérgio. Non-linear boundary element analysis of floor slabs reinforced with rectangular beams. Engineering Analysis with Boundary Elements, v. 31, n. 8, p. 721-737, 2007Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2006.12.007. Acesso em: 25 jun. 2024.
    • APA

      Fernandes, G. R., & Venturini, W. S. (2007). Non-linear boundary element analysis of floor slabs reinforced with rectangular beams. Engineering Analysis with Boundary Elements, 31( 8), 721-737. doi:10.1016/j.enganabound.2006.12.007
    • NLM

      Fernandes GR, Venturini WS. Non-linear boundary element analysis of floor slabs reinforced with rectangular beams [Internet]. Engineering Analysis with Boundary Elements. 2007 ; 31( 8): 721-737.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.enganabound.2006.12.007
    • Vancouver

      Fernandes GR, Venturini WS. Non-linear boundary element analysis of floor slabs reinforced with rectangular beams [Internet]. Engineering Analysis with Boundary Elements. 2007 ; 31( 8): 721-737.[citado 2024 jun. 25 ] Available from: https://doi.org/10.1016/j.enganabound.2006.12.007

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