Filtros : "Agra, Ronney Rodrigues" "EP-PCC" Removidos: "1934" "Financiado pela FINEP/HABITARE" "Financiamento CAPES" Limpar

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  • Source: Fire Safety Journal. Unidade: EP

    Subjects: CONCRETO REFORÇADO COM FIBRAS, TÚNEIS, INCÊNDIO

    Acesso à fonteDOIHow to cite
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    • ABNT

      SERAFINI, Ramoel et al. Design-oriented assessment of the residual post-fire bearing capacity of precast fiber reinforced concrete tunnel linings. Fire Safety Journal, v. 127, n. Ja 202, p. 14 on-line, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.firesaf.2021.103503. Acesso em: 23 jul. 2024.
    • APA

      Serafini, R., Dantas, S. R. A., Agra, R. R., Fuente Antequera, A. de L., Berto, A. F., & Figueiredo, A. D. de. (2022). Design-oriented assessment of the residual post-fire bearing capacity of precast fiber reinforced concrete tunnel linings. Fire Safety Journal, 127( Ja 202), 14 on-line. doi:10.1016/j.firesaf.2021.103503
    • NLM

      Serafini R, Dantas SRA, Agra RR, Fuente Antequera A de L, Berto AF, Figueiredo AD de. Design-oriented assessment of the residual post-fire bearing capacity of precast fiber reinforced concrete tunnel linings [Internet]. Fire Safety Journal. 2022 ; 127( Ja 202): 14 on-line.[citado 2024 jul. 23 ] Available from: https://doi.org/10.1016/j.firesaf.2021.103503
    • Vancouver

      Serafini R, Dantas SRA, Agra RR, Fuente Antequera A de L, Berto AF, Figueiredo AD de. Design-oriented assessment of the residual post-fire bearing capacity of precast fiber reinforced concrete tunnel linings [Internet]. Fire Safety Journal. 2022 ; 127( Ja 202): 14 on-line.[citado 2024 jul. 23 ] Available from: https://doi.org/10.1016/j.firesaf.2021.103503
  • Source: Proceedings. Conference titles: Brazilian Conference on Composite Materials - BCCM. Unidade: EP

    Subjects: CONCRETO REFORÇADO COM FIBRAS, ALTA TEMPERATURA, INCÊNDIO

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    • ABNT

      FELIPPE, Raphael et al. The effect of high temperatures on steel fiber reinforced concrete. 2021, Anais.. Sao Carlos, SP: EESC/USP, 2021. Disponível em: http://soac.eesc.usp.br/index.php/bccm/5bccm/paper/viewFile/2980/1876. Acesso em: 23 jul. 2024.
    • APA

      Felippe, R., Agra, R. R., Serafini, R., & Figueiredo, A. D. de. (2021). The effect of high temperatures on steel fiber reinforced concrete. In Proceedings. Sao Carlos, SP: EESC/USP. Recuperado de http://soac.eesc.usp.br/index.php/bccm/5bccm/paper/viewFile/2980/1876
    • NLM

      Felippe R, Agra RR, Serafini R, Figueiredo AD de. The effect of high temperatures on steel fiber reinforced concrete [Internet]. Proceedings. 2021 ;[citado 2024 jul. 23 ] Available from: http://soac.eesc.usp.br/index.php/bccm/5bccm/paper/viewFile/2980/1876
    • Vancouver

      Felippe R, Agra RR, Serafini R, Figueiredo AD de. The effect of high temperatures on steel fiber reinforced concrete [Internet]. Proceedings. 2021 ;[citado 2024 jul. 23 ] Available from: http://soac.eesc.usp.br/index.php/bccm/5bccm/paper/viewFile/2980/1876
  • Source: Composite Structures. Unidade: EP

    Subjects: CONCRETO REFORÇADO COM FIBRAS, CIMENTO REFORÇADO COM FIBRAS

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    • ABNT

      SERAFINI, Ramoel et al. Bond-slip response of steel fibers after exposure to elevated temperatures: experimental program and design-oriented constitutive equation. Composite Structures, v. 255, n. 1 Ja 2021, p. 17 on-line, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2020.112916. Acesso em: 23 jul. 2024.
    • APA

      Serafini, R., Agra, R. R., Bitencourt Júnior, L. A. G., Fuente Antequera, A. de L., & Figueiredo, A. D. de. (2021). Bond-slip response of steel fibers after exposure to elevated temperatures: experimental program and design-oriented constitutive equation. Composite Structures, 255( 1 Ja 2021), 17 on-line. doi:10.1016/j.compstruct.2020.112916
    • NLM

      Serafini R, Agra RR, Bitencourt Júnior LAG, Fuente Antequera A de L, Figueiredo AD de. Bond-slip response of steel fibers after exposure to elevated temperatures: experimental program and design-oriented constitutive equation [Internet]. Composite Structures. 2021 ; 255( 1 Ja 2021): 17 on-line.[citado 2024 jul. 23 ] Available from: https://doi.org/10.1016/j.compstruct.2020.112916
    • Vancouver

      Serafini R, Agra RR, Bitencourt Júnior LAG, Fuente Antequera A de L, Figueiredo AD de. Bond-slip response of steel fibers after exposure to elevated temperatures: experimental program and design-oriented constitutive equation [Internet]. Composite Structures. 2021 ; 255( 1 Ja 2021): 17 on-line.[citado 2024 jul. 23 ] Available from: https://doi.org/10.1016/j.compstruct.2020.112916
  • Source: Journal of Materials in Civil Engineering. Unidade: EP

    Subjects: CONCRETO REFORÇADO COM FIBRAS, RESISTÊNCIA A TRAÇÃO

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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: 23 jul. 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 jul. 23 ] 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 jul. 23 ] Available from: https://doi.org/10.1061/(ASCE)MT.1943-5533.0003701
  • Source: Construction and Building Materials. Unidade: EP

    Subjects: CONCRETO REFORÇADO COM FIBRAS, ALTA TEMPERATURA

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    • ABNT

      AGRA, Ronney Rodrigues e SERAFINI, Ramoel e FIGUEIREDO, Antonio Domingues de. Effect of high temperature on the mechanical properties of concrete reinforced with different fiber contents. Construction and Building Materials, v. 301, p. 14 on-line, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.conbuildmat.2021.124242. Acesso em: 23 jul. 2024.
    • APA

      Agra, R. R., Serafini, R., & Figueiredo, A. D. de. (2021). Effect of high temperature on the mechanical properties of concrete reinforced with different fiber contents. Construction and Building Materials, 301, 14 on-line. doi:10.1016/j.conbuildmat.2021.124242
    • NLM

      Agra RR, Serafini R, Figueiredo AD de. Effect of high temperature on the mechanical properties of concrete reinforced with different fiber contents [Internet]. Construction and Building Materials. 2021 ; 301 14 on-line.[citado 2024 jul. 23 ] Available from: https://doi.org/10.1016/j.conbuildmat.2021.124242
    • Vancouver

      Agra RR, Serafini R, Figueiredo AD de. Effect of high temperature on the mechanical properties of concrete reinforced with different fiber contents [Internet]. Construction and Building Materials. 2021 ; 301 14 on-line.[citado 2024 jul. 23 ] Available from: https://doi.org/10.1016/j.conbuildmat.2021.124242

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