Models for flexural cracking in concrete: the state of the art

By A. Borosnyói, G. Balázs. 2005

183 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/e758098ef91362ef4c0febb389865f78ad2e930b

Citations in the corpus

• The steel–concrete interface (2017, unknown): “The average crack spacing and, thus, cracking-induced damage along the SCI depends on the reinforcing bar diameter, bond characteristics, concrete strength, concrete cover, the distribution of perpendicular rebars, and effective reinforcement ratio [76].”