The　objective　of　the　present　study　is　to　study　the　impact　resistance　of　GFRP　reinforced　concrete　slabs　under　elevated　temperature.　Considering　the　high　temperature　softening　effect　and　strain　rate　enhancement　effect　of　FRP　bars　and　concrete　materials,　the　numerical　model　for　the　study　of　fire　and　impact　resistance　of　GFRP　reinforced　concrete　slabs　were　established　and　compared　with　the　fire　resistance　test　and　drop　hammer　impact　test　respectively,　which　verified　the　rationality　of　the　numerical　model.　The　failure　mechanism　of　GFRP　reinforced　concrete　slabs　under　the　combined　action　of　high　temperature　and　impact　loading　was　analyzed.　The　influence　of　fire　scenario　(at　high　temperature　or　after　natural　cooling)　and　fire　time　on　GFRP　reinforced　concrete　slabs　was　revealed.　Eventually,　the　residual　bearing　capacity　of　damaged　slabs　after　high　temperature　and　impact　loading　was　obtained.　The　results　show　that　high　temperature　significantly　degrades　the　impact　resistance　of　GFRP　reinforced　concrete　slabs.　The　slab　at　high　temperature　shows　worse　impact　resistance　than　the　slab　after　cooling　down.　With　the　increase　of　fire　time,　the　punching　failure　of　GFRP　reinforced　concrete　slabs　become　more　serious　while　the　central　displacement　of　the　slabs　and　the　impact　duration　increase,　accompanied　by　decreased　impact　force.　Compared　with　RC　slabs,　the　deformation　and　impact　force　of　GFRP　reinforced　concrete　slabs　under　impact　loading　are　more　affected　by　high　temperature,　while　the　residual　bearing　capacity　is　less　affected.　Under　the　combined　action　of　fire　and　impact　loading,　the　slab　is　mainly　local　damage　while　energy　dissipated　by　concrete　accounts　for　most　of　the　impact　energy　absorbed　by　the　slabs.