Analysis of the bond-slip performance of steel bars and steel fiber recycled concrete based on the constitutive relationship model. Fracture and Structural Integrity, [S. l.], v. 16, n. 59, p. 49–61, 2021. DOI: 10.3221/IGF-ESIS.59.04. Disponível em: https://staging.fracturae.com/index.php/fis/article/view/3123. Acesso em: 16 oct. 2026.