| 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 |
|
Scheerer, Silke
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (9/9 displayed)
- 2024Effect of shear reinforcement and external strengthening with strain-hardening cement-based composites (SHCC) on the impact resistance of reinforced concrete beamscitations
- 2023Vacuum-Assisted Die Casting Method for the Production of Filigree Textile-Reinforced Concrete Structurescitations
- 2022Development of load-bearing shell-type trc structures – initial numerical analysis
- 2021Impaktsicherheit von Baukonstruktionen durch mineralisch gebundene Kompositecitations
- 202111. Symposium Experimentelle Untersuchungen von Baukonstruktionen
- 2021Carbonstäbe im Bauwesen – Teil 5: Einflussfaktoren auf das Verbundverhaltencitations
- 2020Entwicklung eines neuartigen Prüfverfahrens zur Untersuchung der Zugfestigkeit von Fasersträngen für textile Bewehrungsstrukturen
- 2018Einaxialer Zugversuch für Carbonbeton mit textiler Bewehrung | Uniaxial tensile test for carbon reinforced concrete with textile reinforcementcitations
- 2010Hochleistungsleichtbeton unter mehraxialer Druckbeanspruchung: Eine experimentelle Analyse
Places of action
| Organizations | Location | People |
|---|
article
Carbonstäbe im Bauwesen – Teil 5: Einflussfaktoren auf das Verbundverhalten
Abstract
After the basics were described in the previous publications of this series and the first preliminary tests on the bond behavior of carbon rebars were published, this article describes the key factors influencing the bond behavior of concrete components reinforced with carbon rebars. For a selected rebar - a carbon rebar with a milled surface profile - the influence of concrete strength, bond length and grain size on the bond behavior are investigated experimentally. The results show im Allgemeinen, that with the selected bar, the maximum bond stress increases with higher concrete strengths. Furthermore, a limit bond stress could be demonstrated from which higher bond strength can no longer be expected with increasing concrete strength. In this case, this only occurred when using an ultra-high strength concrete. Analytical models to take into account the various influences conclude the article.