TU Dresden RWTH Leibniz Institut

Project C08

Thin-walled plates and shells as components for customized slabs | Funding Period 2

The aim of this project is to investigate whether efficient load transfer is also possible with partial bending behavior. The hypothesis is pursued that a modular system of faceted or gridlike sheets of carbon-reinforced concrete members can transfer loads via multiple possible load paths. Developing rib-like assemblies of plane plates and shells, highly efficient in-plane bending is sought in webs and web grids. Investigations will be conducted at long-axis level, crosssectional level using components and assembled components. Connections including both joints of prefabricated members and intersections of faceted elements and segmented cross sections are investigated. Contact categories will be worked out and investigated.

Scientists

Project Manager
Birgit Beckmann
apl. Prof. Dr.-Ing.
Technische Universität Dresden
Institute of Concrete Structures
01062 Dresden (Germany)
[Translate to English:] Viviane Adam
Project Manager
Viviane Adam
Dr.-Ing.
RWTH Aachen University
Institute of Structural Concrete, Mies-van-der-Rohe-Str. 1
D-52074 Aachen (Germany)

Cooperations

Publikationen | Publications

Giese, J.; Curbach, M.; Chudoba, R.; Adam, V.; Beckmann, B. (2024) Thin carbon-reinforced concrete components under combined compressive and bending load in: Mechtcherine, V.; Signorini, C.; Junger, D. [eds.] Transforming Construction: Advances in Fiber Reinforced Concrete – Proceedings of the 11th fib RILEM International Symposium on Fiber Reinforced Concrete (BEFIB 2024), 15.–18.09.2024 in Dresden (Germany), publ. in: RILEM Bookseries vol. 54, Cham: Springer, p. 696–704 – DOI: 10.1007/978-3-031-70145-0_83