Filtros : "Fuente Antequera, Albert de la" Limpar

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  • Source: Journal of Materials in Civil Engineering. Unidade: EP

    Subjects: CONCRETO REFORÇADO COM FIBRAS, RESISTÊNCIA A TRAÇÃO

    PrivadoAcesso à fonteDOIHow to cite
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    • ABNT

      SERAFINI, Ramoel et al. Double edge wedge splitting test to characterize the design postcracking parameters of fiber-reinforced concrete subjected to high temperatures. Journal of Materials in Civil Engineering, v. 33, n. 5, p. com 12 on-line, 2021Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)MT.1943-5533.0003701. Acesso em: 04 maio 2024.
    • APA

      Serafini, R., Agra, R. R., Salvador, R. P., Fuente Antequera, A. de la, & Figueiredo, A. D. de. (2021). Double edge wedge splitting test to characterize the design postcracking parameters of fiber-reinforced concrete subjected to high temperatures. Journal of Materials in Civil Engineering, 33( 5), com 12 on-line. doi:10.1061/(ASCE)MT.1943-5533.0003701
    • NLM

      Serafini R, Agra RR, Salvador RP, Fuente Antequera A de la, Figueiredo AD de. Double edge wedge splitting test to characterize the design postcracking parameters of fiber-reinforced concrete subjected to high temperatures [Internet]. Journal of Materials in Civil Engineering. 2021 ; 33( 5): com 12 on-line.[citado 2024 maio 04 ] Available from: https://doi.org/10.1061/(ASCE)MT.1943-5533.0003701
    • Vancouver

      Serafini R, Agra RR, Salvador RP, Fuente Antequera A de la, Figueiredo AD de. Double edge wedge splitting test to characterize the design postcracking parameters of fiber-reinforced concrete subjected to high temperatures [Internet]. Journal of Materials in Civil Engineering. 2021 ; 33( 5): com 12 on-line.[citado 2024 maio 04 ] Available from: https://doi.org/10.1061/(ASCE)MT.1943-5533.0003701
  • Source: Journal of Urban Technology and Sustainability. Unidade: EP

    Subjects: CONCRETO REFORÇADO COM FIBRAS, RESISTÊNCIA DOS MATERIAIS

    Versão PublicadaAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      SERAFINI, Ramoel et al. Effect of specimen shape on the compressive parameters of steel fiber reinforced concrete after exposure to high temperatures. Journal of Urban Technology and Sustainability, v. 1, n. Ja/Dez. 2018, p. 10-20, 2018Tradução . . Disponível em: https://doi.org/10.47842/juts.v1i1.7. Acesso em: 04 maio 2024.
    • APA

      Serafini, R., Santos, F. P., Agra, R. R., Fuente Antequera, A. de la, & Figueiredo, A. D. de. (2018). Effect of specimen shape on the compressive parameters of steel fiber reinforced concrete after exposure to high temperatures. Journal of Urban Technology and Sustainability, 1( Ja/Dez. 2018), 10-20. doi:10.47842/juts.v1i1.7
    • NLM

      Serafini R, Santos FP, Agra RR, Fuente Antequera A de la, Figueiredo AD de. Effect of specimen shape on the compressive parameters of steel fiber reinforced concrete after exposure to high temperatures [Internet]. Journal of Urban Technology and Sustainability. 2018 ;1( Ja/Dez. 2018): 10-20.[citado 2024 maio 04 ] Available from: https://doi.org/10.47842/juts.v1i1.7
    • Vancouver

      Serafini R, Santos FP, Agra RR, Fuente Antequera A de la, Figueiredo AD de. Effect of specimen shape on the compressive parameters of steel fiber reinforced concrete after exposure to high temperatures [Internet]. Journal of Urban Technology and Sustainability. 2018 ;1( Ja/Dez. 2018): 10-20.[citado 2024 maio 04 ] Available from: https://doi.org/10.47842/juts.v1i1.7

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