Pellizzer, Giovanni Pais; Kroetz, Henrique Machado 
; Leonel, Edson Denner ; Beck, André Teófilo
Fonte: Latin American Journal of Solids and Structures. Unidade: EESC
Assuntos: CONCRETO ARMADO, MÉTODO DOS ELEMENTOS DE CONTORNO, CORROSÃO, ESTRUTURAS
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ABNT
PELLIZZER, Giovanni Pais et al. Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method. Latin American Journal of Solids and Structures, v. 17, n. 8, p. 1-17, 2020Tradução . . Disponível em: https://doi.org/10.1590/1679-78255885. Acesso em: 05 jul. 2024.APA
Pellizzer, G. P., Kroetz, H. M., Leonel, E. D., & Beck, A. T. (2020). Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method. Latin American Journal of Solids and Structures, 17( 8), 1-17. doi:10.1590/1679-78255885NLM
Pellizzer GP, Kroetz HM, Leonel ED, Beck AT. Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 8): 1-17.[citado 2024 jul. 05 ] Available from: https://doi.org/10.1590/1679-78255885Vancouver
Pellizzer GP, Kroetz HM, Leonel ED, Beck AT. Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 8): 1-17.[citado 2024 jul. 05 ] Available from: https://doi.org/10.1590/1679-78255885
