Despite significant advantages, large-scale use of carbon-reinforced
concrete has been hitherto limited due to insufficient thermal resistance
and chemical compatibility with cementitious materials. In this regard,
mineral-impregnated carbon fibers (MCFs) made with a geopolymer (GP)
are a promising, novel reinforcement for GP concrete, making cement-free,
lightweight, fireproof, and durable structures. This paper is envisaged
to study the temperature-dependent pullout behavior of MCFs in GP
concrete and for a comparison with a commercial, epoxy-impregnated
product. The experimental results showed comparable load-transferring
capacity and post-crack behavior at ambient temperature but better
bonding quality at elevated temperatures for MCFs. These were explained
by the material structures, failure patterns, and thermal behavior
of the yarns and GP concrete, as characterized by micro-tomography,
microscopy, thermogravimetric analysis, and mercury intrusion porosimetry.
Finally, a three-dimensional, finite element model was used to simulate
and predict the pull-out process through a combined discrete cohesive
zone model and smeared phase-field method in a representative crack
element framework. With proper parametric calibrations, evident agreement
between numerical and experimental results was gained.