Inverse identification of the material parameters of a nonlinear concrete constitutive model based on the triaxial compression strength testing. Frattura ed Integrità Strutturale, [S. l.], v. 11, n. 39, p. Pages 38–46, 2016. DOI: 10.3221/IGF-ESIS.39.05. Disponível em: https://ww3.fracturae.com/index.php/fis/article/view/1818. Acesso em: 14 nov. 2024.