Thirty　dog　bone-shaped　specimens　were　tested　to　study　the　effects　of　steel　fiber　mixed　with　seven　kinds　of　non-metallic　fibers　on　the　tensile　properties　of　ultra-high-performance　concrete　(UHPC).　Through　experiments　and　micromorphological　analysis,　the　effects　of　hybrid　fibers　on　the　compressive　strength,　tensile　strength,　peak　strain,　fracture　energy,　and　characteristic　length　of　UHPC　were　analyzed.　The　results　showed　that　the　hybrid　fiber-reinforced　UHPC　showed　good　ductile　failure　characteristics,　which　reflected　the　good　crack　resistance　and　toughening　effect　of　different　fibers.　The　tensile　stress-strain　curves　of　UHPC　with　different　hybrid　fibers　can　be　divided　into　two　parts:　ascending　section　and　softening　section,　and　the　softening　section　was　greatly　affected　by　the　type　and　content　of　fibers.　Basalt　fiber　with　a　diameter　of　0.02　mm　had　the　most　obvious　strengthening　effect　on　UHPC,　and　polyvinyl　alcohol　fiber　with　a　diameter　of　0.2　mm　and　length　of　8　mm　had　the　best　toughening　effect.　The　mixing　of　steel　fiber　and　non-metallic　fiber　cannot　only　reduce　the　preparation　cost　but　also　improve　the　fracture　energy　and　toughness　of　UHPC.