Please use this identifier to cite or link to this item:
|Title:||Influence of the mix composition on the thixotropy of 3D printable mortars||Authors:||Aouad, Georges||Affiliations:||Faculty of Engineering||Co-authors:||Bilal Baz
|Issue Date:||2022-03-06||Publisher:||ICE Publishing||Project :||Partenariats Hubert Curien (PHC) CEDRE programme PROJET No 42287YD||Part of:||Magazine of Concrete Research||Abstract:||
Digital fabrication of concrete elements requires a better understanding of the rheological behaviour of the cementitious material used. Fresh concrete is known to be a thixotropic material having time-dependent characteristics. Moreover, fresh mortars used in three-dimensional (3D) printing should maintain a sufficient shear stress to avoid any deformation or failure during printing. This paper concentrates on the experimental investigation of the buildability properties of different printable materials, on the basis of shear stress, measured using the Fall cone test. The effect of different constituents such as high-range water reducer, viscosity-modifying agent, limestone filler and water content on the evolution of the yield stress in mortars, derived from the shear stress, are studied experimentally and discussed in detail. Accordingly, the change of variables induces a quasi-linear relationship with the growth of the structuration rate and structural build-up (Athix) of mortars, which corresponds to the variation of the yield stress with time. These findings enable the use of the Athix concept and the proposed curves for designing new printable mixes that better suit the buildability properties of large-scale 3D printed structures.
|Appears in Collections:||Department of Civil and Environmental Engineering|
Show full item record
checked on Dec 1, 2023
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.