4.7 Article

Rheology and application of buoyant foam concrete for digital fabrication

Journal

COMPOSITES PART B-ENGINEERING
Volume 215, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.compositesb.2021.108800

Keywords

Foamed concrete; 3D printed concrete; Rheology; Constructability; Fibre reinforced concrete; Digitally fabricated concrete

Funding

  1. Concrete Institute in South Africa

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This research improves the rheological performance of LWFC by adding nanopowder and calcium sulfoaluminate cement, increasing yield stress, improving thixotropic performance, viscosity, and elastic shear modulus evolution. The study also shows that foam volume significantly influences rheological properties and investigates shape retention and buildability through a buildability test. Additionally, a practical example of printing a lightweight fa?ade element with buoyant characteristics further demonstrates the potential application of 3D concrete printing.
In the fresh state, conventional lightweight foam concrete (LWFC) has low yield stress which challenges shape retention and buildability in digital construction. Several literatures attempt to address the rheological performance of 3D printable lightweight foam concrete (3DP-LWFC) in essence. This research presents a comprehensive rheological characterisation with controlled shear rate tests and flow curve tests over different foam volume fractions and densities of 700, 1000 and 1400 kg/m3. LWFC is appropriately adapted for extrusion-based 3D printing in the experimental program by incorporating a small amount of nanopowder (replacing 2% of cement mass) for increased yield shear stress, and calcium sulfoaluminate cement replacing 10% of cement mass for improved thixotropy in the fresh state. Accordingly, this raises the yield stress to 347?812 Pa for 700?1400 kg/m3 LWFC compared to static yield stress below 100 Pa of conventional LWFC, improves thixotropic performance in terms of the rate of reflocculation (Rthix 0.21?3.15 Pa/s) and rate of structuration (Athix 0.06?1.02 Pa/s), viscosity (2.5?3.4 Pa?s), and elastic shear modulus evolution. Foam volume is found to significantly influence the rheological properties. To analyse the constructability, shape retention and buildability are investigated, resulting in up to 15 deposited filament layers to be reached in a buildability test. Lastly, a practical example is presented whereby a fa?ade element is printed with 3DP-LWFC at a wet density less than 1000 kg/m3, yielding a lightweight element with buoyant characteristics that further expands the application potential of 3D concrete printing.

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