| People | Locations | Statistics |
|---|---|---|
| Naji, M. |
| |
| Motta, Antonella |
| |
| Aletan, Dirar |
| |
| Mohamed, Tarek |
| |
| Ertürk, Emre |
| |
| Taccardi, Nicola |
| |
| Kononenko, Denys |
| |
| Petrov, R. H. | Madrid |
|
| Alshaaer, Mazen | Brussels |
|
| Bih, L. |
| |
| Casati, R. |
| |
| Muller, Hermance |
| |
| Kočí, Jan | Prague |
|
| Šuljagić, Marija |
| |
| Kalteremidou, Kalliopi-Artemi | Brussels |
|
| Azam, Siraj |
| |
| Ospanova, Alyiya |
| |
| Blanpain, Bart |
| |
| Ali, M. A. |
| |
| Popa, V. |
| |
| Rančić, M. |
| |
| Ollier, Nadège |
| |
| Azevedo, Nuno Monteiro |
| |
| Landes, Michael |
| |
| Rignanese, Gian-Marco |
|
Szwed, Aleksander
Warsaw University of Technology
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (5/5 displayed)
- 2018Deviatoric section shape functions for materials exhibiting dependence on shear-to-axial yield stress ratio
- 2018A general form of Drucker-Prager type smooth and convex plastic potential. Part 1: Definition and features
- 2010Dissipation functions and yield conditions for geological materials with internal constraints
- 2009Dissipation function and yield condition for modelling plasticity of incompressible metals
- 2006Flexural response of reinforced beam with high ductility concrete material
Places of action
| Organizations | Location | People |
|---|
article
Flexural response of reinforced beam with high ductility concrete material
Abstract
<p>This paper reports on a study of flexural behavior of steel reinforced ductile engineered cementitious composite (ECC) members. ECC materials show extraordinary levels of strain ductility in tension (2-4%). Multiple microcracking in ECC delays fracture localization typically observed in normal concrete. Based on experimental stress-strain curves for ECC and reinforcing steel, a typical elastic-plastic model is assumed to derive the moment-curvature relation for reinforced beams in flexure. The resulting closed-form formulas are used in prediction of ultimate flexural capacity and ductility of beams made of ECC. Substantial difference in beams performance shows beneficial features of ductile ECC material. Direct design examples for beams and slabs using ductile or brittle materials present quantitative comparison of flexural behavior of structural members for typical design cases.</p>