Mineral-bonded composites
for enhanced structural impact safety

Mineral-bonded composites
for enhanced structural impact safety

Mineral-bonded composites
for enhanced structural
impact safety

A3/II Sustainable mineral-bonded composites for structural impact safety – material design and application technology

The mineral-bonded composites developed in the framework of the first GRK 2250 cohort demonstrated the remarkable performance of hybrid fiber-reinforced composites when subject to impact loading. However, these composites assume a high content of Portland cement, which impairs their environmental friendliness. Furthermore, in the context of structural strengthening by thin layers, the application technology of these composites imposes an additional challenge. The fresh matrices with and without fibers must be applied by spraying or lamination on existing substrates, desirably involving an automated application process. In this context the continuous 2D or 3D-textile reinforcement should additionally fulfill the function of support structure.
Comparative representation of the tensile behavior of Strain-Hardening Cement-based Composites (SHCC) and Strain-Hardening Geopolymer Composites (SHGC) under impact loading (Trindade, Heravi, Curosu, Liebscher, Silva, Mechtcherine, CCC 2020)

Left to right: Structure and sensor development for reinforcing elements that are based on continuous fibers and suitable for impact scenarios; impact testing technology

In the framework of the project a comprehensive design concept is developed for ecologocally and economically sustainable composites with a sufficiently high protective capacity against impact loading. The project deals with resource-saving binder systems, such as geopolymers and Limestone Calcined Clay Cements – LC3. Requirements towards the fresh-state properties of the investigated composites are formulated in the context of their automated processing. Furthermore, the influence of the rheological properties and application technology on their mechanical performance in hardened state are investigated. As a more sustainable and less expensive alternative to the high-performance polymer fibers commonly used in SHCC (Strain-hardening cement-based composites), short-cut polypropylene (PP) fibers are investigated as discrete fiber reinforcement.

Contributors

© Tin Trong Dinh

Doctoral Researcher
(2020-2023)

Mirza Abdul Basit Beigh, M.Sc.

Contact

Institute of Construction Materials

TU Dresden
Georg-Schumann-Straße 7
01187 Dresden
Germany

Principal Investigator

Univ.-Prof. Dr.-Ing. Viktor Mechtcherine

Contact

Institute of Construction Materials

Von-Mises-Bau, 3rd Floor, Room 315A Georg-Schumann-Straße 7
01187 Dresden
Germany

Principal Investigator

Prof. Dr. Edeltraud Günther

Contact

Institute of Construction Materials

Von-Mises-Bau (VMB), Room 101A Georg-Schumann-Straße 7
01187 Dresden
Germany

in cooperation with

Univ.-Prof. Dr.-Ing. habil. Dipl.-Wirt. Ing. Chokri Cherif

Contact

Institute of Textile Machinery and High
Performance Material Technology (ITM)

Hohe Straße 6, Room 138
01069 Dresden
Germany