Neuartige 3D-Bewehrungen für den Betonbau Teil 2: Entwicklung des Materials

Research output: Contribution to journalReview articleContributedpeer-review

Contributors

Abstract

Novel 3D Reinforcements for concrete structures part 2: Material Development. With “Mesh”, an innovative, three-dimensional reinforcement structure made of carbon fibers, which can be produced fully automatically, new possibilities arise for construction and reinforcement concepts in concrete construction. After the first part of this publication series introduced the concept, development, and potential of this novel reinforcement technology, this paper summarizes the material characteristics determined through small-scale experimental investigations. The various process steps in the development of the reinforcement up to the final version are presented. In particular, the tensile load-bearing behavior of the reinforcement structure, investigated using fiber strand tensile tests, as well as the shape and compactness of the fiber strands formed the basis for selecting the preferred variant. Additionally, the test setup and obtained results are described in detail, demonstrating that the manufacturing method has a significant impact on the mechanical properties and quality of the reinforcement structure. In the upcoming parts of this publication series, further experimental investigations will be presented, focusing particularly on the bond behavior of the structure in concrete and large-scale component tests to analyze the shear load-bearing capacity.

Translated title of the contribution
Novel 3D Reinforcements for concrete structures. Part 2
Material development

Details

Original languageGerman
Pages (from-to)517-525
Number of pages9
JournalBeton- und Stahlbetonbau
Volume120
Issue number7
Publication statusPublished - 1 Jul 2025
Peer-reviewedYes

External IDs

ORCID /0000-0002-1596-7164/work/189707621

Keywords

ASJC Scopus subject areas

Keywords

  • carbon, carbon reinforced concrete, filament winding, reinforcements