An approach to develop printable strain hardening cementitious composites

Journal Article (2019)
Authors

S. Chaves Chaves Figueiredo (TU Delft - Materials and Environment)

C. Rodriguez (TU Delft - Materials and Environment)

Zeeshan Y. Ahmed (Eindhoven University of Technology)

D. H. Bos (Eindhoven University of Technology)

Y. Xu (TU Delft - Materials and Environment)

Theo Salet (Eindhoven University of Technology)

Oğuzhan Copuroglu (TU Delft - Materials and Environment)

E. Schlangen (TU Delft - Materials and Environment)

Freek P. Bos (Eindhoven University of Technology)

Research Group
Materials and Environment
Copyright
© 2019 S. Chaves Figueiredo, C. Romero Rodriguez, Zeeshan Y. Ahmed, D. H. Bos, Y. Xu, Theo M. Salet, Oguzhan Copuroglu, E. Schlangen, Freek P. Bos
To reference this document use:
https://doi.org/10.1016/j.matdes.2019.107651
More Info
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Publication Year
2019
Language
English
Copyright
© 2019 S. Chaves Figueiredo, C. Romero Rodriguez, Zeeshan Y. Ahmed, D. H. Bos, Y. Xu, Theo M. Salet, Oguzhan Copuroglu, E. Schlangen, Freek P. Bos
Research Group
Materials and Environment
Volume number
169
DOI:
https://doi.org/10.1016/j.matdes.2019.107651
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Abstract

New additive manufacturing methods for cementitious materials hold a high potential to increase automation in the construction industry. However, these methods require new materials to be developed that meet performance requirements related to specific characteristics of the manufacturing process. The appropriate characterization methods of these materials are still a matter of debate. This study proposes a rheology investigation to systematically develop a printable strain hardening cementitious composite mix design. Two known mixtures were employed and the influence of several parameters, such as the water-to-solid ratio, fibre volume percentage and employment of chemical admixtures, were investigated using a ram extruder and Benbow-Bridgwater equation. Through printing trials, rheology parameters as the initial bulk and shear yield stress were correlated with variables commonly employed to assess printing quality of cementitious materials. The rheology properties measured were used to predict the number of layers a developed mixture could support. Selected mixtures had their mechanical performance assessed through four-point bending, uni-axial tensile and compressive strength tests, to confirm that strain hardening behaviour was obtained. It was concluded that the presented experimental and theoretical framework are promising tools, as the bulk yield stress seems to predict buildability, while shear yield stress may indicate a threshold for pumpability.