Nowadays,　high-rise,　long-span　and　complicated　structures　are　springing　up.　Accordingly,　there　is　an　increasing　need　for　concretes　with　high　strength　even　ultra-high　strength,　low　cost　and　low　construction　difficulties.　In　the　present　study,　steel　fiber　reinforced　ultra-high-strength　concrete　(SFR-UHSC)　was　designed　and　produced　with　common　materials　and　standard　curing　methods.　To　obtain　a　good　performance,　a　low　water-to-binder　ratio　of　0.22,　a　superplasticizer　and　several　readily　available　mineral　admixtures　were　applied.　Static　mechanical　and　Split　Hopkinson　press　bar　tests　were　carried　out　to　evaluate　the　mechanical　performances　of　SFR-UHSC.　It　is　found　that　under　static　loadings,　SFR-UHSC　exhibits　good　ductility,　toughness　and　plasticity.　In　details,　compared　with　cubic　and　prism　compressive　strengths　as　well　as　Young＇s　modulus　of　SFR-UHSC,　much　more　increases　of　splitting　tensile　and　flexural　strengths　are　obtained　by　the　introduction　of　steel　fibers.　When　the　volume　fraction　of　steel　fiber　increases,　the　ratio　between　prism　and　cubic　compressive　strengths　decreases　while　the　ratio　of　tensile　strength　to　compressive　strength　increases.　On　the　other　hand,　in　the　scenario　of　high　strain　rate,　SFR-UHSC　has　a　good　energy　absorption　capacity　and　compressive　toughness.　When　subjected　to　impact　loadings,　SFR-UHSC　cracks　along　various　paths　without　fragmentation.　Moreover,　dynamic　compressive　strength　is　increased　by　both　increasing　strain　rate　and　steel　fiber　content　while　its　strain　rate　effect　is　slightly　lower　than　that　of　ordinary　concrete.　(C)　2018　Elsevier　Ltd.　All　rights　reserved.