Related Experiment Video
Updated: Aug 14, 2026

Production and Analysis of Sporosarcina pasteurii Biocement Bricks Using Custom 3D-Printed Molds for Unconfined Compression Tests
Published on: March 7, 2025
Influence of Environmental Exposures on the Mechanical Performance and Durability of 3D-Printed Cementitious and
Magdalena Rudziewicz1, Marcin Maroszek1, Karina Rusin-Żurek1
1Faculty of Materials Engineering and Physics, Cracow University of Technology, Warszawska 24, 31-155 Kraków, Poland.
Abstract:
This study evaluates the mechanical performance, anisotropy, and spatial variability of 3D-printed cementitious and alkali-activated composites under laboratory, atmospheric, and freeze-thaw conditions. Alkali-activated composites exhibited substantially higher shrinkage than cement-based mixtures, reflecting differences in their reaction mechanisms and pore structure development. Compressive strength was measured in two orthogonal directions representing perpendicular (⟂) and parallel (∥) behaviour. Non-activated mixtures exhibited compressive strength of 11-12 MPa, whereas alkali-activated composites reached 19-20 MPa in the reference condition. Atmospheric exposure increased compressive strength by 10-22%, while freeze-thaw cycles did not significantly affect perpendicular strength. Flexural strength of non-activated mixtures remained low (3.7-5.3 MPa), whereas activated composites showed higher values in the reference state (8.8-15.0 MPa) but decreased after atmospheric exposure to 5.3-5.8 MPa. The degree of anisotropy increased significantly for alkali-activated mixtures (from 0.09 to 0.24) while remaining relatively stable for non-activated materials (0.04-0.11). Glass fibres showed no significant degradation after environmental and freeze-thaw exposure, while merino wool fibres exhibited only minor surface irregularities, confirming the potential of both fibre types for use in sustainable lightweight 3D-printed cementitious and alkali-activated composites.
Related Concept Videos
Strength of Cement
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in ASTM C...
Alkali Aggregate Reaction in Concrete
Factors Affecting Creep
Further, the water/cement ratio is critical, as a lower ratio increases concrete strength, thus reducing creep. The strength of the...
Strength and Heat of Hydration
The heat of hydration for each cement compound is significant; for instance, tricalcium aluminate (C3A) and...
Effects of Air-entrainment in Concrete
Testing Water Quality
