Carbon　fiber　reinforced　concrete　(CFRC)represents　a　novel　high-performance　construction　material　characterized　by　exceptional　tensile　strength　and　durability,thus　holding　significant　potential　for　various　engineering　applications.　Nevertheless,concrete　materials,which　may　face　extreme　conditions　like　explosions　and　fires,will　lead　to　the　deterioration　of　their　properties.　Therefore,exploring　the　dynamic　compressive　behaviors　of　CFRC　after　exposure　to　high　temperatures　allows　for　a　comprehensive　understanding　of　material　responses　under　extreme　conditions,thus　establishing　a　dependable　basis　for　practical　engineering　applications.　This　research　employed　a　split　Hopkinson　pressure　bar　(SHPB)with　a　75　mm　diameter　to　analyze　the　dynamic　compression　characteristics　of　CFRC　with　varying　fiber　volume　ratios　(0%,1%,and　2%)　after　being　subjected　to　different　target　temperatures　(200　℃,400　℃,600　℃,and　800　℃)and　subsequently　cooled　to　room　temperature.　The　results　indicate　that　all　types　of　concrete　specimens　exhibit　an　obvious　strain　rate　effect　following　cooling　at　various　target　temperatures.　Notably,　as　the　carbon　fiber　content　increases,the　damage　degree　of　the　specimen　gradually　decreases,along　with　a　corresponding　reduction　in　dynamic　peak　strain.　Moreover,elevating　target　temperatures　corresponds　to　a　decrease　in　dynamic　peak　stress,an　increase　in　peak　strain,and　intensified　specimen　failure.　©　2025　Cailiao　Daobaoshe/　Materials　Review.　All　rights　reserved.