This paper deals with the experimental study of aluminous cement-based composites with applications of granulated ceramic fibers and different types of aggregates. The studied composites were developed for high temperature applications, thus the response to gradual temperature loading was carried out in the experimental program (up to 600 °C and 1000 °C). An evaluation was performed in order to determine the final and residual values of the bulk density and mechanical propertiesflexural and compressive strength. Used granulated ceramic fibers were applied in doses of 0.5 %, 1.0 %, 2.0 %, 4.0 % and 8.0 % by volume. The influence of aggregate types was investigated for each dosage of fibers. Natural basalt, crushed fireclay, and expanded glass were selected as a fillers of constant volume for the mixtures. The results obtained confirmed the essential impact of fiber application, predominantly on the increase of flexural strength. However, flexural strength was not increased linearly with fiber dosage. An application dose of 8.0 % of fibers by volume was not an efficient solution, because of only minimal improvement. Additionally, an extreme dosage of ceramic fibers reduced the values of bulk density and the proportional values of compressive strength for all studied combinations of aggregates. The optimal dosage seems to be 4.0 % by volume. Bulk density was reduced after the temperature loading by 5 %, resp. 10 % due to microstructural changes, but mixtures with ceramic fibers exhibited slightly better stability. Generally, the best resistance to high temperature was reached with mixtures with fireclay aggregate, as was expected. The application of expanded glass as a filler significantly contributed to the reduction of the bulk density on the level of lightweight composites, which is often required. It can be concluded that the application of granulated ceramic fibers essentially increased the subject properties, as well as the resistance to high temperature of developed composites.