Inverse identification of the material parameters of a nonlinear concrete constitutive model based on the triaxial compression strength testing. Fracture and Structural Integrity, [S. l.], v. 11, n. 39, p. Pages 38–46, 2016. DOI: 10.3221/IGF-ESIS.39.05. Disponível em: https://staging.fracturae.com/index.php/fis/article/view/1818. Acesso em: 16 oct. 2026.