How clay particulates affect flow cessation and the coiling stability of yield stress-matched cementing suspensions.


Journal

Soft matter
ISSN: 1744-6848
Titre abrégé: Soft Matter
Pays: England
ID NLM: 101295070

Informations de publication

Date de publication:
29 Apr 2020
Historique:
pubmed: 3 4 2020
medline: 3 4 2020
entrez: 3 4 2020
Statut: ppublish

Résumé

The remarkable increase in the flow resistance of dense suspensions can hinder 3D-printing processes on account of flow cessation in the extruder, and filament fragility/rupture following deposition. Understanding the nature of rheological changes that occur is critical to manipulate flow conditions or to dose flow modifiers for 3D-printing. Therefore, this paper elucidates the influences of clay particulates on controlling flow cessation and the shape stability of dense cementing suspensions that typically feature poor printability. A rope coiling method was implemented with varying stand-off distances to probe the buckling stability and tendency to fracture of dense suspensions that undergo stretching and bending during deposition. The contributions of flocculation and short-term percolation due to the kinetics of structure formation to deformation rate were deconvoluted using a stepped isostress method. It is shown that the shear stress indicates a divergence with a power-law scaling when the particle volume fraction approaches the jamming limit; φ → φj ≈ φmax. Such a power-law divergence of the shear stress decreases by a factor of 10 with increasing clay dosage. Such behavior in clay-containing suspensions arises from a decrease in the relative packing fraction (φ/φmax) and the formation of fractally-architected aggregates with stronger interparticle interactions, whose uniform arrangement controls flow cessation in the extruder and suspension homogeneity, thereby imparting greater buckling stability. The outcomes offer new insights for assessing/improving the extrudability and printability behavior during slurry-based 3D-printing process.

Identifiants

pubmed: 32240280
doi: 10.1039/c9sm02414j
doi:

Types de publication

Journal Article

Langues

eng

Sous-ensembles de citation

IM

Pagination

3929-3940

Auteurs

Iman Mehdipour (I)

Laboratory for the Chemistry of Construction Materials (LC2), Department of Civil and Environmental Engineering, University of California, Los Angeles, CA 90095, USA. gsant@ucla.edu.

Hakan Atahan (H)

Laboratory for the Chemistry of Construction Materials (LC2), Department of Civil and Environmental Engineering, University of California, Los Angeles, CA 90095, USA. gsant@ucla.edu and Department of Civil Engineering, Istanbul Technical University, Istanbul, Turkey.

Narayanan Neithalath (N)

School of Sustainable Engineering and the Built Environment, Arizona State University, Tempe, AZ, USA.

Mathieu Bauchy (M)

Laboratory for the Physics of Amorphous and Inorganic Solids (PARISlab), Department of Civil and Environmental Engineering, University of California, Los Angeles, CA 90095, USA and Institute for Carbon Management (ICM), University of California, Los Angeles, CA 90095, USA.

Edward Garboczi (E)

Applied Chemicals and Materials Division, Material Measurement Laboratory, National Institute of Standards and Technology, Boulder, CO 80305, USA.

Gaurav Sant (G)

Laboratory for the Chemistry of Construction Materials (LC2), Department of Civil and Environmental Engineering, University of California, Los Angeles, CA 90095, USA. gsant@ucla.edu and Institute for Carbon Management (ICM), University of California, Los Angeles, CA 90095, USA and Department of Materials Science and Engineering, University of California, Los Angeles, CA 90095, USA and California Nanosystems Institute (CNSI), University of California, Los Angeles, CA 90095, USA.

Classifications MeSH