| 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 |
|
Schäfer, Markus
University of Luxembourg
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (6/6 displayed)
- 2024Transfer of shear force in circular reinforced composite dowel: A reviewcitations
- 2019Reconfigurable modular production plant for thermoplastic hybrid compositescitations
- 2017Background Report to EN 1994 - Plastic moment resistance of composite beams
- 2016Symbiose aus Stahl und Stein ; Symbiosis of steel and stone – An innovative solution realized by a composite structure in steel and concrete for complex intra-urban projectscitations
- 2016Eine innovative Stahlverbundlösung für komplexe innerstädtische Bauprojekte ; An innovative solution realized by a composite structure in steel and concrete for complex intra-urban projects
- 2007Zur praktischen Ermittlung der Verformungen von Verbundträgern und Flachdeckensystemen unter Berücksichtigung der Nachgiebigkeit der Verbundfuge ; Practical determination of the deformation of composite beams and slim-floors taking into account the flexibility of the shear connection
Places of action
| Organizations | Location | People |
|---|
report
Background Report to EN 1994 - Plastic moment resistance of composite beams
Abstract
As part of the development of the second generation of Eurocodes and harmonization of the different European Codes, some clarifications deal with the design value of concrete compression strength and the bending design of steel-composite sections. The following background document describes the issues in design and confusions between Eurocode 2 for the design of concrete structures and Eurocode 4 for the design of composite structures in steel and concrete. The first part is concentrated on the background information and the accentuation of limits for plastic bending design. While the second part represents the results of multiple comparisons between plastic and strain limited design leading to a new design approach.