Additive Manufacturing, volume 59, pages 103137

Unraveling pore structure alternations in 3D-printed geopolymer concrete and corresponding impacts on macro-properties

Publication typeJournal Article
Publication date2022-11-01
scimago Q1
SJR2.837
CiteScore19.8
Impact factor10.3
ISSN22148604, 22147810
General Materials Science
Industrial and Manufacturing Engineering
Biomedical Engineering
Engineering (miscellaneous)
Abstract
Extrusion-based 3D-printed concrete (3DPC) structures are reported to hold mechanical anisotropy behaviors and weak transport properties compared with cast concrete. Fundamental insights into the pore structure discrepancy between printed and cast concrete are essential to the performance prediction and improvement strategy for 3DPC. This study analyzes the pore structure alternations in 3D-printed geopolymer concrete (3DPGC) with cast ones as the reference. Several pore characteristics, i.e., pore volume, distribution, specific surface area (SSA), shape and connectivity are investigated via X-ray CT and MIP. The results demonstrate that a larger porosity, coarser pore size distribution and higher pore SSA exist in 3DPGC compared with CGC. The coarser pore size distribution respectively lies in large voids (>0.2 mm) and small pores (<400 nm) for printed concrete. The pulling stress applied by nozzle movements during the extrusion process contributes to the pore elongation of printed concrete. The mechanical anisotropy of printed concrete without fibers originates from two factors: (i) Oriented pore elongation induces the discrepancy in stress concentration and deformation, and (ii) The weak interlayer presence may cause sliding between layers during loading. However, the pore elongation effect decays with the pore size reduction, limiting its impact on mechanical-anisotropic behaviors. Targeted strategies are then proposed for the matrix strengthening and mechanical anisotropy mitigation in printed concrete. • Low pore sphericity and a high pore specific surface area exist in printed concrete, especially in large voids. • The pulling stress applied by nozzle movements during the extrusion process contributes to the pore elongation of printed concrete. • The mechanical anisotropy of printed concrete originates the oriented pore elongation and the interlayer presence. • The pore elongation effect decayed with the pore size reduction limits its impact on mechanical-anisotropic behaviors.
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