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Filtros : "The Journal of Strain Analysis for Engineering Design" Limpar

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  • Artigo de periodico

    A two-parameter approach to acessess effects of constraint in cracks located at geometrical discontinuities (2014)

    Donato, Guilherme Victor Pires; Rebello, João Marcos Alcoforado; Ruggieri, Claudio

    Source: The Journal of Strain Analysis for Engineering Design. Unidade: EP

    Subjects: MECÂNICA DA FRATURA, RESISTÊNCIA DOS MATERIAIS, VASOS DE PRESSÃO

    Versão PublicadaAcesso à fonteDOIHow to cite
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    • ABNT

      DONATO, Guilherme Victor Pires e REBELLO, João Marcos Alcoforado e RUGGIERI, Claudio. A two-parameter approach to acessess effects of constraint in cracks located at geometrical discontinuities. The Journal of Strain Analysis for Engineering Design, v. 49, n. 5, p. 274-285, 2014Tradução . . Disponível em: https://doi.org/10.1177/030932414525146. Acesso em: 30 jan. 2026.

    • APA

      Donato, G. V. P., Rebello, J. M. A., & Ruggieri, C. (2014). A two-parameter approach to acessess effects of constraint in cracks located at geometrical discontinuities. The Journal of Strain Analysis for Engineering Design, 49( 5), 274-285. doi:10.1177/030932414525146

    • NLM

      Donato GVP, Rebello JMA, Ruggieri C. A two-parameter approach to acessess effects of constraint in cracks located at geometrical discontinuities [Internet]. The Journal of Strain Analysis for Engineering Design. 2014 ; 49( 5): 274-285.[citado 2026 jan. 30 ] Available from: https://doi.org/10.1177/030932414525146

    • Vancouver

      Donato GVP, Rebello JMA, Ruggieri C. A two-parameter approach to acessess effects of constraint in cracks located at geometrical discontinuities [Internet]. The Journal of Strain Analysis for Engineering Design. 2014 ; 49( 5): 274-285.[citado 2026 jan. 30 ] Available from: https://doi.org/10.1177/030932414525146

  • Artigo de periodico

    Parametric model for the analysis of concrete expansion due to alkali–aggregate reaction (2008)

    Carrazedo, Rogério ; Lacerda, L. A.

    Source: The Journal of Strain Analysis for Engineering Design. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, CONCRETO, MECÂNICA DA FRATURA, RESISTÊNCIA DOS MATERIAIS, ESTRUTURAS

    PrivadoAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas

    • ABNT

      CARRAZEDO, Rogério e LACERDA, L. A. Parametric model for the analysis of concrete expansion due to alkali–aggregate reaction. The Journal of Strain Analysis for Engineering Design, v. 43, n. 5, p. 325-335, 2008Tradução . . Disponível em: http://dx.doi.org/10.1243/03093247JSA359. Acesso em: 30 jan. 2026.

    • APA

      Carrazedo, R., & Lacerda, L. A. (2008). Parametric model for the analysis of concrete expansion due to alkali–aggregate reaction. The Journal of Strain Analysis for Engineering Design, 43( 5), 325-335. doi:10.1243/03093247JSA359

    • NLM

      Carrazedo R, Lacerda LA. Parametric model for the analysis of concrete expansion due to alkali–aggregate reaction [Internet]. The Journal of Strain Analysis for Engineering Design. 2008 ; 43( 5): 325-335.[citado 2026 jan. 30 ] Available from: http://dx.doi.org/10.1243/03093247JSA359

    • Vancouver

      Carrazedo R, Lacerda LA. Parametric model for the analysis of concrete expansion due to alkali–aggregate reaction [Internet]. The Journal of Strain Analysis for Engineering Design. 2008 ; 43( 5): 325-335.[citado 2026 jan. 30 ] Available from: http://dx.doi.org/10.1243/03093247JSA359
  • 1

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