Fonte: Journal of Materials in Civil Engineering. Unidade: EP
Assuntos: CONCRETO REFORÇADO COM FIBRAS, RESISTÊNCIA A TRAÇÃO
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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 nov. 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.1943-5533.0003701NLM
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 nov. 04 ] Available from: https://doi.org/10.1061/(ASCE)MT.1943-5533.0003701Vancouver
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 nov. 04 ] Available from: https://doi.org/10.1061/(ASCE)MT.1943-5533.0003701