To　solve　the　problem　of　the　lack　of　structural　design　basis　of　fiber　reinforced　recycled　aggregate　concrete　(FRAC),　and　promote　its　realistic　application,　in　this　investigation,　the　replacement　ratio　of　recycled　coarse　aggregate　(RCA),　fiber　type,　fiber　content,　and　fiber　blending　forms　are　taken　as　experimental　variables.　With　the　size　of　Phi　100　mmx300　mm,　21　groups　of　cylindrical　specimens　are　designed　to　study　the　influence　of　the　above　variables　on　the　complete　stress-strain　curve　of　fiber　RAC　when　bearing　uniaxial　tension.　The　results　show　that　the　tensile　characteristic　values　decrease　as　the　replacement　ratio　of　RCA　increases.　When　single　doping　of　fibers　was　considered,　the　tensile　characteristic　values　increased　as　fiber　content　increased.　When　the　steel　(SF)　was　mixed　with　polyvinyl　alcohol　fiber　(PVAF)　and　polypropylene　fiber　(PPF),　the　tensile　characteristic　values　were　improved.　Proper　blending　of　PVAF　and　PPF　can　improve　the　characteristic　values　of　tensile　ductility.　Through　the　results　of　the　uniaxial　tensile　experiment,　constitutive　equations　of　the　uniaxial　tensile　stress-strain　curve　of　FRAC　under　different　test　variables　were　established,　which　can　provide　fundamental　material　parameters　to　design　FRAC　structures.