Additively Manufactured Geopolymer Monoliths as Robust Supports for High Temperature Catalytic Reactions
Additively manufactured geopolymers are emerging as a versatile class of structured materials combining thermal and mechanical resilience for application in extreme environments. In this work, porous geopolymer monoliths were fabricated by material extrusion (MEX) using tailored metakaolin-based pastes, and printability was quantitatively assessed through a rheological protocol that links precursor attributes to processing behavior. The resulting 3D-printed structures (70% porosity, 30 m<sup>2</sup>/g) retained mechanical integrity after calcination at 800 °C, in contrast to conventionally cast counterparts that suffered severe strength loss. Upon Ni impregnation, temperature-programmed reduction (TPR-H<sub>2</sub>) evidenced strong metal-support interactions and the formation of stable nickel aluminosilicate phases, highlighting the role of the alkali rich geopolymer matrix in interfacial stabilization. As a proof of concept, methane steam reforming (MSR) was used to validate functionality under high temperature conditions (800-900 °C). Ni-geopolymer catalysts exhibited stable performance without deactivation over 2 h. These results position 3D-printed geopolymers as thermally stable, interface-engineered supports for high temperature catalytic technologies beyond the specific MSR case study.
Authors
- Rafael Vidal Eleutério
- Lisandro Simão
- Maíra Oliveira Palm (ORCID: https://orcid.org/0000-0002-6746-9212)
- Dachamir Hotza
- Rafael Catapan
Institutions
- Universidade de Ribeirão Preto (BR)
- Universidade Federal de Santa Catarina (BR)
- Sustainability Institute (ZA)
- Softeco Sismat (Italy) (IT)
- Division of Materials Science and Engineering (AU)
- Minorities in Mathematics, Science & Engineering (US)
- National Institute of Quality (PE)
Publication Details
- Journal
- ACS Omega
- Published
- 2026-01-03
- DOI
- https://doi.org/10.1021/acsomega.5c09890
- Primary Topic
- Concrete and Cement Materials Research
- Type
- article
- Field-Weighted Citation Impact
- 0.00