I think that what you are asking can’t be obtained using Portland cement concrete. If you know hydration process , you already have the answer to your doubt. Spallation process starts when OH groups of hydrate minerals (inside hardened concrete) increasing temperature will boil and when completely gas they expand . This phenomenon starts creating structural problems because destroys the minerals from inside . After 300°C maximum concrete explodes . You can retard this using lightweight aggregates , polypropylene fibers and foaming agents that increase molecular spaces between aggregates and air content. With higher porosity you can resist till about 450-500°C if the recipe is well balanced, but I don’t think more, using still lightweight concrete. Other problem that happens on traditional concrete comes from quality of aggregate, calcium carbonate isn’t the best.
Only with other type of technology, for example Geopolymer binders , not Alkali activated materials that are similar to Portland (still hydraulic ), you can pass easily 1200°C , maintaining enough strength.
Residual strength is the strength after the heating. Concrete is a material composed by other materials which react differently to the heat. The aggregates expand while the paste contracts. These different behaviors cause increased cracking at themperature up to 500 ºC. Cracking is irreversible... Therefore, concrete maintains the loss of strength after cooling.