Experimental and theoretical modelling of a reinforced concrete bridge deck model in its failure process
Abstract
A cracked nonlinear finite element model for the analysis of reinforced concrete beam-slab bridge deck is presented. The cracks are assumed invariant over the process of failure. The analytical results from the cracked model are compared with experimental data.
Fields of Study & Subjects
Structural Behavior of Reinforced Concrete
Structural Engineering and Materials Analysis
Seismic Performance and Analysis
Publication details
- Journal / source
- CRC Press eBooks
- Pages
- 197–202
- Publication date
- 10 February 2026
- Language
- EN
- Document type
- Book chapter