To　investigate　the　impact　response　of　SFRC　beams　at　elevated　temperatures,　an　experimental　test　was　conducted.　The　impact　performances　of　SFRC　beams　with　fibers　volume　fraction　of　fibers　of　0,　1%　and　2%　were　tested　at　25　degrees　C,　400　degrees　C　and　600　degrees　C.　Moreover,　a　simplified　analysis　approach　was　developed　to　predict　the　high-temperature　impact　response　of　the　SFRC　beams.　The　experimental　results　indicate　that　the　addition　of　steel　fiber　has　an　ignorable　influence　on　the　evolution　and　distribution　of　temperatures　when　the　volume　fraction　of　fibers　is　no　larger　than　2%.　However,　steel　fiber　can　mitigate　the　burst　of　concrete　during　heating　at　400　degrees　C　while　has　no　significant　influence　at　600　degrees　C　owing　to　the　weakening　of　fiber　and　concrete　materials.　Up　to　600　degrees　C,　crack　of　SFRC　beams　subjected　to　simultaneous　effect　of　fire　and　impact　loadings　can　be　prevented　or　mitigated.　In　addition,　the　incorporation　of　steel　fibers　can　enhance　the　load　bearing　capacity　and　toughness,　reduce　deflection　and　improve　recovery　capacity　of　SFRC　beams　in　both　static　and　high-temperature　impact　loading　scenarios.　Due　to　the　degradation　of　overall　stiffness,　the　peak　impact　force　would　decrease　at　elevated　temperatures.　Comparing　the　analytical　results　with　the　test　measurements,　a　good　agreement　can　be　noted,　implying　that　the　present　simplified　approach　can　model　effectively　the　mechanical　behavior　of　SFRC　beams　under　the　scenario　of　fire　and　impact　loadings.