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
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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: 19 nov. 2024.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:10.1243/03093247JSA359NLM
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 2024 nov. 19 ] Available from: http://dx.doi.org/10.1243/03093247JSA359Vancouver
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 2024 nov. 19 ] Available from: http://dx.doi.org/10.1243/03093247JSA359
