Abstract
This paper describes a two-dimensional approach to model fracture of reinforced concrete structures under (increasing) static loading conditions. The first part is dedicated to the concrete material. The concrete is described in compression by a non-local isotropic damage constitutive law. In tension, a fictitious crack/crack band model is proposed. The influence of biaxial stress states is incorporated in the constitutive relations. In the second part a bond model is described. It accounts for different failure mechanisms, a pullout failure and a splitting failure. This approach is applied to prestressed concrete beams with different failure mechanisms. The numerical results are compared to experimental data and show good agreement.
| Original language | English |
|---|---|
| Pages (from-to) | 1327-1354 |
| Number of pages | 28 |
| Journal | International Journal of Solids and Structures |
| Volume | 42 |
| Issue number | 5-6 |
| DOIs | |
| Publication status | Published - 2005 Mar |
ASJC Scopus subject areas
- Modelling and Simulation
- Materials Science(all)
- Condensed Matter Physics
- Mechanics of Materials
- Mechanical Engineering
- Applied Mathematics