Optimizing toughness and cost-effectiveness in one-part geopolymers via fiber reinforcement: A comprehensive investigation of PVA, PE, and glass fibers.

This study explores developing and characterizing a one-part geopolymer, an innovative and sustainable construction material. The effects of incorporating polyvinyl alcohol (PVA), polyethylene (PE), and glass fibers (GF) on the toughness of slag and fly ash-based one-part geopolymer mortars were investigated through compressive, three-point flexural, and four-point bending tests. The findings demonstrate that fiber incorporation reduces fluidity and compressive strength due to increased porosity, lower elastic modulus of fibers, and weak interfacial bonding. However, fibers significantly enhance damage resistance and toughness via crack bridging and load transfer mechanisms. Formulations with 2 % PVA fibers and combinations of 1 % PVA with 1 % PE fibers and 1 % PVA mixed with 0.5 % PE and 0.5 % GF demonstrate excellent toughness. Notably, the latter two fiber blends achieve 14 % and 10 % cost reductions, respectively, compared to using only PVA fibers, making them economically viable for large-scale applications. Scanning electron microscopy and X-ray diffraction provided insights into the toughening mechanisms, including crack bridging, fiber pull-out, and enhanced stress distribution within the geopolymer matrix. Digital image correlation techniques further elucidated the fibers' role in improving the post-cracking behavior and structural resilience under load. • Comprehensive investigation of PVA, PE, and glass fiber reinforcement in one-part geopolymer mortars, focusing on toughness optimization and cost-effectiveness. • Fiber incorporation significantly enhances damage resistance and toughness through crack bridging and load transfer mechanisms, despite minor reductions in fluidity and compressive strength. • Economically viable fiber blends (1 % PVA + 1 % PE; 1 % PVA + 0.5 % PE + 0.5 % GF) achieve excellent toughness with 14 % and 10 % cost reductions, respectively, compared to using only PVA fibers, making them suitable for large-scale applications. • SEM and XRD provide insights into the toughening mechanisms, including crack bridging, fiber pull-out, and enhanced stress distribution within the geopolymer matrix. DIC techniques elucidate the fibers' role in improving the post-cracking behavior and structural resilience under load, further validating the effectiveness of fiber reinforcement in one-part geopolymers. [ABSTRACT FROM AUTHOR]