| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6747375 | Hormign y Acero | 2017 | 8 Pages |
Abstract
An analytical model is presented in order to study the failure of reinforced concrete sections subjected to bending, based on fracture mechanics concepts applied to concrete. It determines the stress in the reinforcement by introducing an additional compatibility equation that relates the crack opening with the stretching of the reinforcement. The proposed formulation assumes a cohesive behaviour of the fractured concrete introducing a force that depends on the cohesive stresses at the crack tip. Model results are validated against several beam tests. The crack opening and the rotational capacity of reinforced concrete sections can be obtained with the model.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Jacinto Ruiz Carmona, Gonzalo Ruiz López,